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HomeMy WebLinkAbout01/27/2022 Meeting :.L ••••• Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 January 27, 2022 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 13, 2022, Regular Meeting B. Approve State Gambling Exempt Permit for 1776 American Legion Riders, at Bogart's Entertainment Center, 14917 Garrett Avenue, on March 26, 2022 C. Adopt Resolution Setting Public Hearing, at 7:00 p.m. on February 24, 2022, for New On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales, for AV Hospitality SBC, 14521 Granada Drive D. Approve Reduction of Various Financial Guarantees E. Approve Special Permit for Anderson Building Movers to Move an Overweight Structure on City Streets F. Adopt Resolution Approving 8 Ft. Setback Variance (from 40 Ft. to 32 Ft.) along Galaxie Avenue for 624 Sq. Ft. Detached Garage, 12889 Forest Court (Lot 1, Block 1, Tempo Estates) G. Approve Agreement with MN Ag Power, Inc., d/b/a Midwest Machinery Company for Project 2022-125, Supply 72" Mowers for Lease H. Adopt Resolution Accepting Base Bid and Alternates 2, 3, 4, 5, 6, 8, 9, and Awarding Project 2022-124, Valleywood Golf Course Improvements and Irrigation System I. Approve Joint Powers Agreement with City of Rosemount and Dakota County to Continue Law Enforcement and Community Services Coordinated Response Pilot J. Approve Change Order No. 1 to Agreement with B&B Commercial Coatings, LLC, for Project 2021-142, 2021 Hydrant Reconditioning and Painting, and Approve Acceptance and Final Payment K. Approve Agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2022 City Newsletter Printing and Mailing L. Approve Acceptance and Final Payment on Agreement with McNamara Contracting, Inc., for Project 2021-105, 2021 Street Improvements M. Adopt Resolution Amending 2022 Pay and Benefit Plan N. Approve Personnel Report O. Approve Claims and Bills 5. Regular Agenda Items A. Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 112,170 Sq. Ft. Industrial Building on Northwest Corner of Johnny Cake Ridge Road and 147th Street W. B. U-Haul Apple Valley, 6895 151 st Street W. 1. Pass Ordinance Rezoning Property from"PD-254, Zone 1" to "PD- 254, Zone 2" and Amend "PD-254, Zone 2" to Allow Self-Storage Facilities as Permitted Use and Increase Total Building Coverage to 40% (Recommend waiving second reading) 2. Adopt Resolution Approving Conditional Use Permit for Exterior Storage of Rental Vehicles and Trailers 3. Adopt Resolution Approving Site Plan/Building Permit Authorization for 12,230 Sq. Ft. Building Addition C. Pass Ordinance Amending "PD-290" (Recommend waiving second reading) D. Authorize Receipt of Cemetery Advisory Committee Applications through February 28, 2022, to Fill Vacancy 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 27, 2022 Valley SECTION: Consent Agenda Description: Approve Minutes of January 13, 2022, 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 13, 2022. 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 13, 2022 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held January 13, 2022, 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, Parks and Recreation Director Carlson, Police Captain Francis, Finance Director Hedberg, Community Development Director Nordquist, Police Chief Rechtzigel, 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. 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 21, 2021, as written. Ayes - 4 -Nays - 0 -Abstain- 1 (Goodwin). MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-1 accepting, with thanks, the donation of$500.00 from Julia Thompson for use by the Police Department. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 13, 2022 Page 2 MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-2 designating Dakota County Tribune as the official newspaper of the City of Apple Valley for the year 2022. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-3 designating the City's website as the official website for the dissemination of solicitations of transportation project bids in 2022. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-4 designating U.S. Bank NA as the official depository for City funds for the year 2022. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-5 designating as additional depositories for City funds for the year 2022: 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. 2022-6 designating U.S. Bank Institutional Trust as Safekeeping Custodian. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-7 authorizing electronic funds transfer transactions. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the Electronic Funds Transfer Policy and Procedures, as attached to the Finance Director's memo. Ayes - 5 - Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting the Policies and Procedures for Federal Awards Administration, as attached to the Finance Director's memo. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the City Council committee appointments and assignments for 2022, as attached to the City Administrator'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 2022, as described in the City Clerk's memo. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-8 authorizing the City Clerk to appoint Deputy City Clerks for 2022 election administration. Ayes - 5 -Nays - O. CITY OF APPLE VALLEY Dakota County, Minnesota January 13, 2022 Page 3 MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-9 setting a public hearing, at 7:00 p.m., on February 10, 2022, to consider vacating right-of- way at Gardenia Avenue and 151st Street W., abutting 7125 151st Street W. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-10 approving amendments to the Joint and Cooperative Agreement of the Municipal Legislative Commission. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving Amendment No. 1 to the Professional Services Agreement with CNH Architects, Inc., for Apple Valley Fire Station#2 Replacement& Station#1 and#3 Health and Safety Improvements. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, approving the Professional Services Agreement with Terra General Contractors, LLC, d/b/a Terra Construction for Apple Valley Fire Station#2 Replacement& Station#1 and#3 Health and Safety Improvements, in an estimated amount of$796,375 plus 1.5% of the cost of construction, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, approving the Joint Powers Agreement with Dakota County for Sentenced to Service Program Work Crews for 2022, as attached to the Parks and Recreation Director's memo, and authorizing the Mayor and Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the Agreement for Project 2022- 116, 2022 Right-of-Way Tree Pruning, with Say-A-Tree, LLC, in the amount of $25,826.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - O. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2022-11 approving Amendment No. 1 and No. 2, which amends the plans and specifications for Project 2022-124,Valleywood Golf Course Improvements and Irrigation System. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, approving Change Order No. 2 to the Agreement with Met-Con Construction, Inc., for Project 2020-117, Lebanon Cemetery Covered Ceremony Shelter, in the amount of an additional $8,353.87. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, accepting Project 2021-116, Johnny Cake Ridge Park West Pickleball Courts/Eastview High School Tennis Courts, as CITY OF APPLE VALLEY Dakota County, Minnesota January 13, 2022 Page 4 complete and authorizing final payment on the Agreement with McNamara Contracting, Inc., in the amount of$41,290.43. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the personnel actions as listed in the Personnel Report dated January 13, 2022. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, to pay the claims and bills, check registers dated December 15, 2021, in the amount of$1,533,896.05, December 22, 2021, in the amount of$2,592,809.45, and December 28, 2021, in the amount of $718,312.43. Ayes - 5 -Nays - 0. END OF CONSENT AGENDA ORDINANCE REGULATING ANIMALS Mr. Nordquist introduced this item and provided background information. He asked the City Council to determine whether Chapter 91 of the City Code, regulating Animals, should be amended to allow the harboring of chickens on properties other than Agricultural-zoned properties. He provided a summary of public feedback in support of and in opposition to this change. He also commented on the draft ordinance that the Urban Affairs Advisory Committee worked on and explained what other communities allow. Councilmember Goodwin questioned what obligations or liabilities the City would have if it allowed chickens but not other farm animals. Mr. Dougherty responded that there would need to be a rational basis as to why one particular animal is allowed and another is not. Councilmember Melander pointed out Apple Valley is no longer a rural location, but a City. He questioned how this would be policed and whether this would open the door for a number of difficulties. Councilmember Grendahl said she has received many comments from residents who do not want chickens allowed. She commented on the minimum lot sizes and other requirements other cities impose. She noted that there are many variables. Discussion followed. Mayor Hooppaw said some cities require approval from the owners of neighboring properties and believes that would be messy. Mr. Dougherty said Apple Valley, as a statutory city, cannot do that. Decisions cannot be left to neighbors; only the Council can decide when rules and regulations become effective. CITY OF APPLE VALLEY Dakota County, Minnesota January 13, 2022 Page 5 Mr. Andy Riesgraf, 14345 Eveleth Avenue, commented on the draft ordinance the Urban Affairs Advisory Committee worked on. He feels the Council is ignoring all the work that Committee did over the last year. He does not feel the Planning Commission had the background. He asked the Council to allow all properties to have chickens, not just 40,000 sq. ft. properties. Ms. Colette DeFaww Joncas, 5811 130th Street Ct., commented on the Council's concerns that allowing chickens is a slippery slope. She said the number of residents who will actually raise chickens is a tiny percentage. She described why they would like to raise chickens. Mr. Oliver Joncas, 5811 130th Street Ct., contrasted the difference between people who want to have chickens as pets versus agricultural farm animals. Mr. Nordquist described the review process by the Planning Commission. Councilmember Bergman thanked all those who gave input on this issue in 2014 as well as in the last two years. Councilmember Goodwin noted the Planning Commission did not have the background of the Urban Affairs Advisory Committee, but the Urban Affairs Advisory Committee did not have the background of the Planning Commission. He noted that there are already a number of regulations and setbacks on properties which may cause smaller lots to be left out. Councilmember Grendahl asked if lots in Cobblestone Lake would qualify if a 50 ft. setback was required. Mr. Nordquist stated that it would be challenging for small lots to meet larger setbacks requirements. He added that homeowner associations can choose not to allow chickens even if it is permitted by the City. Mayor Hooppaw said a lot of thought has gone into this in 2014 and the last couple of years. Then he thanked the public for participating. Ms. DeFaww Joncas asked the Council not to use lot size as an excuse to say no. She is okay with a decision that only allows larger properties to have chickens if that is the first step to getting the information or data the City needs in order to prove that it may work for all properties. Discussion continued. MOTION: of Melander, seconded by Goodwin, allowing the harboring of chickens on Agricultural-zoned properties. Mayor Hooppaw said the Council has heard from folks on both sides on this topic. He appreciates everyone's work on this matter and thanked those that spoke this evening. Vote was taken on the motion: Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 13, 2022 Page 6 2022 ACTING MAYOR Ms. Gackstetter introduced this item. MOTION: of Hooppaw, seconded by Grendahl, adopting Resolution No. 2022-12 appointing Councilmember Goodwin to serve as Acting Mayor, in the absence of the Mayor, for the year 2022. Ayes - 5 -Nays - 0. COMMUNICATIONS Mr. Carlson reviewed the activities scheduled for Mid-Winter Fest on February 5, 2022, at Johnny Cake Ridge Park—West. Mayor Hooppaw said the Council has received a handful of emails from residents on both sides of the mask mandate controversy. He said the City Attorney has advised that Apple Valley, as a statutory city, does not have the authority to impose a City-wide mask mandate. CALENDAR OF UPCOMING EVENTS MOTION: of Bergman, seconded by Grendahl, approving the calendar of upcoming events as included in the Deputy City Clerk's memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5-Nays - 0. MOTION: of Goodwin, seconded by Grendahl, to adjourn. Ayes - 5 -Nays - 0. The meeting was adjourned at 8:18 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 27, 2022 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for 1776 American Legion Riders, at Bogart's Entertainment Center, 14917 Garrett Avenue, on March 26, 2022 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 1776 American Legion Riders, for use on March 26, 2022, at Bogart's Entertainment Center, 14917 Garrett Avenue, and waiving any waiting period for State approval. SUMMARY: 1776 American Legion Riders, submitted an application for a gambling event to be held at Bogart's Entertainment Center, 14917 Garrett Avenue, on March 26, 2022. 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 27, 2022 Valley SECTION: Consent Agenda Description: Adopt Resolution Setting Public Hearing, at 7:00 p.m. on February 24, 2022, for New On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales, for AV Hospitality SBC, 14521 Granada Drive Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution setting a public hearing, at 7:00 p.m. on February 24, 2022, on the application for a new On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales, effective April 1, 2022, by AV Hospitality SBC, 14521 Granada Drive. SUMMARY: AV Hospitality SBC has submitted an application for On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for premises located at 14521 Granada Drive. Attached is a resolution authorizing and directing staff to publish a public hearing notice regarding the liquor license application. BACKGROUND: The legal description of the premises is Lot 1, Block 1, American Legion Post 1776 Addition BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2022- A RESOLUTION SETTING PUBLIC HEARING ON LICENSE APPLICATION WHEREAS, the City Clerk has advised this Council that an application for"On-Sale Intoxicating Liquor" and"Special License for Sunday Liquor Sales" has been received from AV Hospitality SBC on premises located at 14521 Granada Drive; and WHEREAS, City Code Section 111.24 requires the City Council to set and hold a public hearing on such license applications. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. A public hearing on said application shall be held before this Council at the time, date and place specified in the Notice of Public Hearing attached to this resolution as Exhibit A. 2. As required by the City Code, the City Clerk is hereby authorized and directed to publish the hearing notice attached, in a timely manner, in the official City newspaper. ADOPTED this 27th of January, 2022. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk Exhibit A NOTICE OF PUBLIC HEARING CONCESSIONAIRE ON-SALE & SPECIAL SUNDAY INTOXICATING LIQUOR LICENSE APPLICATION CITY OF APPLE VALLEY NOTICE IS HEREBY GIVEN that the City Council of the City of Apple Valley, Dakota County, Minnesota, will meet at the Municipal Center, 7100 147th Street W., on Thursday, February 24, 2022, at 7:00 p.m., or as soon thereafter as possible. The purpose of the meeting will be to hold a public hearing on the application of AV Hospitality SBC for"ON-SALE INTOXICATING LIQUOR" and"SPECIAL LICENSE FOR SUNDAY LIQUOR SALES" pursuant to City Code Section 111.22. The business, which will be operated in conjunction with the proposed licenses, is a restaurant located at 14521 Granada Drive. The officers of the corporation are: Gary Alan Odegard- Director, Chief Financial Officer, and Treasurer Robert Michael Eidsvoog- Director Robert James Helman-Director All interested parties will be given an opportunity to be heard at said time and place. DATED this 27th day of January, 2022. BY ORDER OF THE CITY COUNCIL Pamela J. Gackstetter Apple Valley City Clerk • ITEM: 4.D. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Reduction of Various Financial Guarantees Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: Approve reduction of various financial guarantees. 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 this development indicates that the following action is in order: 1. Orchard Place 2nd Addition LOC No. 1137 Project 2019-22 Original Deposit on 6/4/21 $400,000.00 Reduce now to $355,315.00 2. Orchard Place Storm Water LOC No. 1113 Improvements Original Deposit on 9/1/20 $800,000.00 Project 2019-22 Reduced on 12/15/20 to $400,000.00 Reduce now to $50,000.00 BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.E. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Special Permit for Anderson Building Movers to Move an Overweight Structure on City Streets Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Authorize special permit for Anderson Building Movers to move an overweight structure on City streets. SUMMARY: Anderson Building Movers is requesting authorization to move an existing garage located at 6999 129th St. W. The garage is proposed to be moved to the lot immediately to the west, located at 12889 Forest Ct. The land that the existing garage sits on was recently split in 2021 into two lots. The existing garage sits on one of the lots and the owner wishes to move it onto the other lot. The moving contractor plans to move the garage at midnight on February 22, 2022, depending on weather. In compliance with City requirements, the applicant must give notice to the Apple Valley Police and Fire Departments prior to beginning the move. The proposed garage moving route is: east then south on Forest Ct. to 129th St., east on 129th St. to Foliage Ave., south on Foliage to CSAH 38 (McAndrews Rd) then west to Galaxie Avenue, and north on Galaxie to the lot at 12889 Forest Ct. This route is also shown on the attached map (Figure 1). Since the proposed route includes the use of County roadways, the applicant will need to acquire a permit from Dakota County. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Map J • ..erty • ,,. i., h Quick Survey 12889 Forest Court :: e - h Address or Parcel II Os 11 °" PROPO'.ED ROUTE GARAGE MOVV�_ Properrylnformation x X J . 77 '\ . 3omsTw m • •i 25 TN ;' • • • • • yi 1—.--i MCANDRtLVS RD 38 0 50 100ft � (.��'rr ©2021 Dakota County-All Rights Reserved Disclaimer County of Dakota,Three Rivers Park District,Esri Canada,Esri,HERE,Garmin,INCREMENT P,USGS,EPA,U... �J' • ITEM: 4.F. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving 8 Ft. Setback Variance (from 40 Ft. to 32 Ft.) along Galaxie Avenue for 624 Sq. Ft. Detached Garage, 12889 Forest Court (Lot 1, Block 1, Tempo Estates) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Project Number: Tina Tran, Owner and Calvin Tran, Tempo Homes PC21-33-V Applicant Date: 12/2/2021 60 Days: 1/31/2022 120 Days: 4/1/2022 ACTION REQUESTED: Adopt the resolution approving variance reducing the setback from Galaxie Avenue from 40' to 32' (8' variance) for 624 sq. ft. detached garage, 12889 Forest Court (Lot 1, Block 1, Tempo Estates). SUMMARY: Tina and Calvin Tran, property owners and builders, request consideration of a variance that would allow a reduced setback from Galaxie Avenue from 40' to 32' for a 624 sq. ft. detached garage. The property is located at 12889 Forest Court. The City Council approved the final plat and development agreement for Tempo Estates at its May 27, 2021 meeting. The plat subdivided a large single family parcel into two parcels. The subject parcel is Lot 1, the western of the two parcels where the existing home is located. The plans reviewed by the City Council showed that an addition would be constructed onto the existing home which would include a four-stall garage. The two existing detached garages on the site were to be removed, allowing a new home with attached garage to be constructed on Lot 2. One of the existing detached garages is in good condition and the property owner would like to relocate the garage to serve the existing home on Lot 1. The setback from Galaxie Ave, classified in the 2040 Comprehensive Plan as a Collector Street, is 40'. A variance would be needed to place the garage in the requested location. The existing detached garage is 28.25' x 22.1' or 624 sq. ft. The zoning code allows a detached garage of a maximum of 750 sq. ft., on residential properties, provided all other zoning requirements are met. The maximum impervious coverage allowed on the lot is 35%; the coverage estimated for this lot with the detached garage and concrete pad would be 27%. The maximum height for a detached building is 16', this building is 14' tall. The exterior of the garage is white vinyl lap siding with an asphalt shingled roof and an aluminum overhead door. The exterior of the home with the addition will be a combination of stucco, horizontal lap and vertical lap siding. A recommended condition of approval is that the exterior of the detached garage be modified to reflect the design of the new home addition. BACKGROUND: Planning Commission Action: At its meeting of January 5, 2022, the Planning Commission voted unanimously to recommend approval of the variance with conditions. Their motion was the following: Recommend approval of a variance to reduce the setback from Galaxie Avenue from 40' to 32', for a 624 sq. ft. detached garage, based on the findings listed below and subject to the conditions listed below. Findings: 1. The petitioner wishes to use the property in a reasonable manner, not permitted by the Code because the rear property line abuts Galaxie Avenue, designated as a Major Collector roadway in the 2040 Comprehensive Plan. 2. The proposed location avoids the removal of significant trees and maintains a buffer between the subject property and the property to the north. 3. The detached garage is placed on the lot in such a manner that only a small pad is constructed for a driveway access, minimizing impervious coverage. 4. The site coverage, at 27% with the accessory building, is well below the maximum impervious coverage permitted of 35%. 5. A variance allows the proposed addition to proceed as planned. Conditions: 1. The exterior of the building shall be modified to match the exterior building materials of the home with its new addition. 2. No site work, including grading and/or tree removal shall occur until a Natural Resources Management Permit (NRMP) is obtained. Discussion: The variance would allow the detached garage to be placed north and west of the house, while preserving trees along the north property line. The location of the detached garage would not prevent the owners from constructing their planned addition on the east and northeast sides of the house. In fact, the proposed design allows a convenient drive-thru connection from the expanded garage area to the detached garage. The lot shape, its location adjacent to a collector street, and the fact that the driveway must connect to Forest Court are all limiting factors related to the lot. The home currently has no garage; the variance will allow for placement of a garage on the subject property. Options to Consider: The Planning Commission asked whether the garage could simply be turned 90 degrees to meet the setback. Flipping the building would increase the setback from Galaxie Ave from 32' to 38', but not enough to meet the 40' setback requirement. The garage door would need to be reconstructed and the building would be less functional in this location. It may be possible to place the garage south and west of the home, but that might require the construction of additional driveway and removing mature trees. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Resolution Map Plan Set TEMPO HOMES SHED VARIANCE PROJECT REVIEW Existing Conditions Property Location: 12889 Forest Ct Legal Description: Lot 1,Block 1 TEMPO ESTATES Comprehensive Plan Designation LD-Low Density Residential,3 to 6 units/acre Zoning Classification "R-3"(Single family residential,minimum lot 11,000 sq.ft.) Existing Platting Platted lot of record. Current Land Use Single-family residential. Size: 19,853 sq.ft. Topography: Varied. Existing Vegetation Significant trees surround the existing home. Other Significant None identified. Natural Features Adjacent NORTH Lot 4,Block 1 Broner Woods(12885 Forest Court) Properties/Land Comprehensive Plan "LD"(Low Density Residential,3 to 6 units/acre) Uses Zoning/Land Use "R-3"(Single family residential, 11,000 sq.ft.min.lot) EAST Lot 2,Block 1 TEMPO ESTATES(6999129th Street W.) Comprehensive Plan "LD"(Low Density Residential,3 to 6 units/acre) Zoning/Land Use "R-3"(Single family residential, 11,000 sq.ft.min.lot) SOUTH Lot 17,Block 1 Nordic Woods 12th Addition(6996—129th Street W.) Comprehensive Plan "LD"(Low Density Residential,3 to 6 units/acre) Zoning/Land Use "PD-138, Zone 5" (Single family residential and two family townhomes) WEST Galaxie Ave Right-of-Way;130th Street Right-of-Way;Lot 1,Block 1 Gangl's Estates;and Lot 1,Block 2 Williamsburg 2°d Addition Comprehensive Plan "ROW"(Right-of-Way)and"LD"(Low Density Residential,3 to 6 units/acre) Zoning/Land Use ROW,"R-3"(Single family, 11,000 sq.ft.)and"M-3C" (Multiple family at 3-6 units/acre) Variance Review: In order to grant a variance, the City reviews an application to determine whether the applicant has a"practical difficulty"which prevents him or her from complying with the Code requirements. The City begins by confirming the definition of"practical difficulty." 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. In order to grant a variance, the City considers the following factors to determine whether the applicant established that there are practical difficulties in complying with the provision(s) of this Chapter: 1. 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; 2. The granting of the proposed variance will not be contrary to the intent of this chapter; 3. The special conditions or circumstances do not result from the actions of the owner/applicant; 4. 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 5. The variance requested is the minimum variance necessary to alleviate the practical difficulty. CITY OF APPLE VALLEY RESOLUTION NO. 2022 - A RESOLUTION APPROVING DETACHED GARAGE SETBACK VARIANCE 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, a variance has been requested by the property owners, Tina Tran and Calvin Tran,to reduce the minimum setback requirement from Galaxie Avenue, designated in the 2040 Comprehensive Plan as a Collector Street, from 40' to 32' (8' variance) for a 624 sq. ft. detached garage at 12889 Forest Court(Lot 1, Block 1, TEMPO ESTATES); and WHEREAS,the Apple Valley Planning Commission reviewed the variance request at its meeting held on January 5,2022, and recommended approval of the variance request based on the following findings: 1. The petitioners request to use the property in a reasonable manner,not permitted by the Code to the extent of setback requirements for the rear property line which abuts Galaxie Avenue, designated as a Major Collector roadway in the 2040 Comprehensive Plan. 2. The proposed location of the detached garage avoids the removal of significant trees which also provides a buffer between the subject property and the property to the north. 3. The impervious surface coverage with the proposed garage will be 27%; the maximum impervious coverage permitted is 35%. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the variance request for 12889 Forest Court(Lot 1, Block 1, TEMPO ESTATES) to reduce the setback from Galaxie Avenue for a 624 sq. ft. detached garage, to be relocated from Lot 2, Block 1, TEMPO ESTATES, to the subject lot, from 40' to 32' (8' variance) is hereby approved based on the findings stated above, 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 variance approval shall lapse. 2. Prior to issuance of the building permit,the owner shall record this Resolution in the office of the Dakota County Recorder and provide to the City verification of the recording. 3. The variance is subject to compliance with the building permit which shall be obtained prior to construction, moving or placing the proposed garage on the site. 4. The 624 sq. ft. garage may not be moved on any public street until the City approves a permit authorizing overweight structures on public streets. 5. Construction shall occur in conformance with the site plan dated November 9, 2020,received December 1, 2021, on file in City offices. 6. The exterior materials and design of the detached garage shall be compatible with the exterior elevation plans for the primary residential home, dated April 24, 2020. 7. No grading,tree removal or other land-disturbing activity may commence before the issuance of or in violation of the issued Natural Resources Management Permit (NRMP). 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. 9. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction shall be limited to 8:00 a.m. to 5:30 p.m. Saturdays. These hours may be modified by the City Council for a temporary period of time for a special permit, such as a permit to move overweight structures on public streets. 10. 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. 11. Issuance of a Building Permit and approval of the final inspection 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. 12. The ongoing use and occupancy of the detached garage is conditioned on the ongoing maintenance of the detached garage and all required improvements identified in the preceding conditions and as required by the Minnesota State Building Code and the Natural Resources Management Permit(NRMP). 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. 2 BE IT FURTHER RESOLVED that issuance of the building permit is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 27th day of January,2022. 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 day of ,2022 Pamela J. 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To 0 o < (� To 0 0 > 0- J OA U ' N O O W U 10 ___IC -0 ,C L C Q 7 O y c a` Q O Q w M CDIIIIILL O 0 O bA } il I— U ZONING CODE EXCERPT HIGHWAY, ARTERIAL AND COLLECTOR SETBACKS § 155.333 REQUIRED YARDS AND OPEN SPACES. (D) The minimum required building setback for any building in any yard in all zoning districts along any interstate or state highway, principal or minor arterial and community collector, either existing or proposed as designated in the city's comprehensive guide plan is as shown in Appendix E of this chapter. APPENDIX E: REQUIREMENTS FOR YARDS AND OPEN SPACES The minimum requirements for yards and open spaces are as follows. The measurements shall be in feet, unless otherwise specified. Thoroughfare Right-of-Way Minimum Setback Width Interstate or state 50 highway Principal or minor 150 50 or 125 from right-of- way center line, arterial whichever is greater Minor arterial 100-120 50 or 100 from right-of- way center line, whichever is greater Community collector 80-100 40 or 80 from right-of- way center line, whichever is greater (81 Code, § A1-9) (Ord. 291, passed 4-21-83; Am. Ord. 492, passed 8-9-90) REQUEST FOR VARIANCE Date: December 1st. 2021 Applicant: Calvin Tran Address: 12889 Forest Court Apple Valley, MN 55124 Contact: Calvin Tran (612) 701-5522 Legal: Lot 1, Block 1, Tempo Estates, PID#01-74500-01-010 Proposed Use: Single Family Residential Lot with Addition Detached Garage Shed Variance: Chapter 155.332 ACCESSORY BUILDINGS AND STRUCTURES. (D) Setbacks. (1) All accessory buildings or structures, except those related to a farming operation in an Agricultural district, shall be located in the side or rear yard. Notwithstanding the foregoing, in an R district, an accessory detached garage may be in the front yard in accordance with the applicable front yard setback set forth in this chapter...An accessory building or structure that is greater than 144 square feet in area shall be no closer than 10 feet to any rear lot line and accordance with the side lot line setback for the applicable district as provided elsewhere in this chapter. **APPENDIX E: REQUIREMENTS FOR YARDS AND OPEN SPACES. - Community Collector: Minimum setback 40'or 80'from right-of-way center line, whichever is greater. PRACTICAL DIFFICULTY The request for a variance to relocate an existing 22'x28' garage from LOT B(6669 129th)to LOT A(12889 Forest) is a practical difficulty due to the physical characteristics of the structure's existing dimensions in relation to the existing home location. Typical rear yard setback for accessory structures state a minimum 10' rear yard setback, but due to Galaxie Avenue being a "community collector,"the minimum yard setback is 40'. This creates a hardship for placement of the detached structure due a few mature trees that currently exist on the lot and where the current home sits. It is taken into consideration that Galaxie is a community collector with increased traffic that we proposed the main access for the garage to face the opposite direction of Galaxie to ensure safety of others. The overhead doors would be facing East and the back of the garage would be facing Galaxie to the West as our proposed plans have shifted the main home entrance to the East as well. 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Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Agreement with MN Ag Power, Inc., d/b/a Midwest Machinery Company for Project 2022-125, Supply 72" Mowers for Lease Staff Contact: Department/ Division: Eric Carlson, Director Parks and Recreation Department ACTION REQUESTED: Approve the two-year agreement with MN Ag Power, Inc., d/b/a Midwest Machinery Company for Project 2022-125, Supply 72" Mowers for Lease, in the amount of $76,000.00, the lowest responsible proposal. SUMMARY: A two-year agreement for Project 2022-125, Supply 72" Mowers for Lease, MN Ag Power, Inc., d/b/a Midwest Machinery Company is presented for City Council consideration. The annual cost is $38,000.00. Staff recommends approval of the lease agreement with MN Ag Power, Inc., d/b/a Midwest Machinery Company. BACKGROUND: Proposals were sought for Project 2022-125, Supply 72" Mowers for Lease. Information was sent to two potential vendors. Quotation (5) Zero Turning (2) Mowers With Cabs Total Total Two- Vendor Radius Mowers & Snowblowers Annual Year Cost Cost Midwest Machinery $21,000.00 17,000.00 $38,000.00 $76,000.00 Company Lano Equipment unable to provide equipment due to supply issues Anoka A two-year agreement for Project 2022-125, Supply 72" Mowers for Lease, with MN Ag Power, Inc., dba Midwest Machinery Company is presented for City Council consideration. The current lease agreement expires April 20, 2022. The new agreement covers the lease of five zero turning radius mowers and two out front 4 wd mowers for use by the Parks Department beginning April 18, 2022. Midwest Machinery Company is offering a total price of $76,000.00 for a two-year contract which equates to an annual cost of $38,000.00. Staff has reviewed the proposal and recommends approval. BUDGET IMPACT: $38,000.00 annually (total of$76,000.00) for the two-year lease agreement ATTACHMENTS: Agreement LEASE AGREEMENT THIS AGREEMENT is made this 27th day of January, 2022,by and between MN Ag Power, Inc., dba Midwest Machinery Company_with offices at 4561 Highway 212, Glencoe,Minnesota 55336 (hereinafter referred to as "Lessor"), and the City of Apple Valley with offices at 7100 - 147th Street West,Apple Valley, Minnesota 55124 (hereinafter referred to as "Lessee"). WHEREAS, Lessor desires to lease a total of seven (7)Mowers more specifically described in the proposal form, attached hereto as Exhibit A, and the itemized list of Mowers, attached hereto as Exhibit B (hereinafter referred to collectively as "Mowers" and individually as "unit")to Lessee, and WHEREAS, Lessee desires to lease the Mowers described in Exhibits A and B from Lessor, NOW, THEREFORE, in consideration of the mutual covenants and agreements contained herein, the parties hereto mutually agree as follows: 1. Mowers: Lessor, in accordance with the terms and conditions of this Lease Agreement and attached Specifications,hereby agrees to lease to Lessee and Lessee hereby agrees to lease from the Lessor the equipment described in Exhibits A and B. Title to the equipment shall at all times remain in the Lessor. 2. TERM: This lease is for a two (2)year period commencing April 18, 2022 and terminating April 19, 2024. 3. DELIVERY: The Mowers shall be delivered by the Lessor to Lessee at the Central Maintenance Facility, 6442 - 140th Street West,Apple Valley, Minnesota 55124. The cost of delivery shall be borne by the Lessor. If a unit is not delivered to Lessee within 10 days after the specified delivery date,this lease may be terminated by Lessee as to such unit;provided,however,the Lessor shall have no liability of any nature or kind to Lessee for late or alleged late delivers. 4. RENT: Lessee agrees that rent for the Mowers shall be equal to the amount specified in Exhibit A, in an annual installment due 30 days after delivery of Mowers. 5. USAGE: Lessee shall use the Mowers in a careful and proper manner and shall comply and conform to national, state,municipal,police and other laws, ordinances and regulations relating to the possession,use or maintenance of the Mowers. AV Project 2022-125,Supply 72"Mowers for Lease Page 1 of 4 6. REPAIRS /MAINTENANCE: (a) Lessee agrees that it shall be responsible and pay for the costs attendant to the following items of maintenance and repair during the term of this lease: (1) Clean and wash said Mowers at reasonable intervals. (2) Inflate, change and repair flat tires. (3) Provide clean and proper fuel. Change oil and sharpen blades on a recommended maintenance schedule. (4) Lessee shall be responsible for repair costs associated with physical damage to units at the end of lease period,normal wear and tear excepted. (b) Lessor agrees that it shall be responsible and pay for the costs attendant to the following items of maintenance and repair during the term of this lease: (1) Perform all mechanical maintenance on Mowers. Warranty would cover any defects in material and/or workmanship. Lessee would be responsible for normal wear and tear parts and labor on Mowers (blades, filters, oil, etc.), as stated in section 6.(a) of this specification. (2) Furnish all replacement mechanical parts required. Anything defective in material and/or workmanship would be covered under the manufacturer's warranty by the Lessor. Any parts that are wear and tear items (blades, filters, oil, etc.)would be the responsibility of Lessee, as stated in section 6.(a) of this specification. (3) Provide all major repairs and/or replacement of major components within two working days of notification. In the event said equipment is subject to damage, Lessee will immediately report the same to Lessor. Excluding damage,repairs beyond normal maintenance shall be performed by Lessor at no cost to Lessee. Lessor will be responsible for keeping Mowers completely operational during lease period(under penalty of$25 per day per mower after 48 hours notice of breakdown). Said amount shall be deducted by Lessee from its rental payment. Lessor shall furnish a replacement mower for the inoperable mower within three working days in which case the penalty will not be deducted from rent. 7. RETURN OF EQUIPMENT: Within ten(10)days of expiration of the lease term for each unit, as specified in Exhibit A,Lessor shall pick up the same. The Mowers shall be returned in the condition as delivered to Lessee, ordinary wear and tear excepted. If any unit is lost, stolen, or destroyed or is declared a total constructive loss (subject to Lessor's agreement as to such condition),Lessee AV Project 2022-125,Supply 72"Mowers for Lease Page 2 of 4 shall promptly notify Lessor thereof and hold any wreckage for disposal by Lessor, and the unit shall be deemed surrendered to Lessor as of Lessor's receipt of such notice. Lessor shall promptly cause any wreckage to be sold. Any wreckage not held by Lessee for disposal by Lessor shall be deemed sold at a price of zero dollars. Lessee shall be responsible for the cost of Mowers it cannot furnish to Lessor for return at end of lease. 8. STORAGE: Lessee agrees to provide secure storage for said Mowers during the entire term of this lease. Security of said Mowers shall be the sole responsibility of the Lessee. 9. LOSS OR DAMAGE: Lessee shall assume the entire risk of direct or consequential loss, theft, destruction,vandalism or damage of the said Mowers. No loss or damage shall relieve Lessee of the obligation to make rent or other payments. It is also agreed that any damage shall be repaired by Lessor and paid for by Lessee at Lessor's prevailing rates less ten percent(10%) and less any insurance reimbursements. Lessee shall maintain and pay for all insurance against loss or damage as well as Public liability insurance (including as to negligence or any form of imputed,vicarious, strict or absolute liability and liability of employees and agents of Lessee beyond applicable workers' compensation coverage). Lessee shall furnish Lessor with certificates indicating that such insurance is in full force and effect. 10. FAILURE OF DELIVERY OR REPAIR AND MAINTENANCE BY LESSOR: Lessor shall not be liable for failure to deliver,repair or maintain said Mowers, as herein contemplated,when such failure is attributable to fire, flood, strike,war or acts of God beyond the Lessor's control. 11. TERMINATION OR DEFAULT: Lessor may terminate this Lease at any time with respect to all or any Mowers by 30 day written notice to Lessee if Lessee shall fail to make rental payments when due, attempt to sell or encumber units, cease operations, or otherwise become insolvent. 12. NONWAIVE: No covenant or condition of this lease may be waived except by mutual written consent of both parties. 13. NOTICES: Service of all notices under this agreement shall be mailed to the party involved at its respective address herein set forth. Any such notice, mailed to such address, shall be effective when deposited in the United State Mail, duly addressed, with postage prepaid by certified mail, return receipt requested. 14. SECURITY INTEREST: Lessee shall provide such information as may be required by Lessor to protect its monetary interest in the Mowers under this agreement. Lessee shall assist in the preparation and filing of forms which may be required to provide such protection. AV Project 2022-125,Supply 72"Mowers for Lease Page 3 of 4 15. Lessee shall be liable for all expenses,personal injury and property damages and claims arising out of its possession, operation or transportation of the equipment herein described and shall hold Lessor and its assigns harmless therefrom. 16. Rental payment is due annually for the seven(7)mowers within 30 days of delivery to the City of Apple Valley,MN. The annual payment is $3 8.000. IN WITNESS WHEREOF, Lessor and Lessee have caused this agreement to be executed in their respective corporate names by their proper officers thereunto duly authorized on the day and year first written above. EXECUTED by City of Apple Valley(Lessee),this 27th day of January, 2022. by by Clint Hooppaw,Mayor Pamela J. Gackstetter, City Clerk EXECUTED BY , (Lessor)this day of 2022. by Lessor Name Signature Printed Name of Signer Title AV Project 2022-125,Supply 72"Mowers for Lease Page 4 of 4 CITY OF APPLE VALLEY SPECIFICATIONS FOR PROJECT 2022-125, SUPPLY 72-INCH MOWERS FOR LEASE GENERAL: It is the intent of these specifications,to detail the requirements for supplying seven(7) 72" mowers to the City of Apple Valley Park and Recreation Department. The successful vendor shall enter into a lease agreement with the City of Apple Valley beginning April 18th, 2022 and ending April 19th, 2024. The required mowers are as follows: 1. (5) 72" Zero Turning Radius Mowers 2. (2) 72" Out Front 4WD Mowers with Cabs and Snow blowers. STANDARD OF PERFORMANCE: The two front mount commercial grade mowers shall be equivalent to or better than a John Deere 1575 AWD. The five commercial grade Zero Turn Radius Mowers shall be equivalent to or better than a John Deere Z997R. AGREEMENT PARAMETERS: 1. This agreement would be in effect from April 18,2022 until April 19, 2024. 2. Units shall have a standard manufacturer's warranty. 3. Cabs and attachments shall be installed and ready for use. 4. In the event of mechanical breakdown, the successful firm must supply equal value equipment if original equipment is not repaired within 48 hours. 5. The City of Apple Valley will assume all routine maintenance including oil changes, lubrication, tire replacement and blade changes. 6. During the life of this agreement the City of Apple Valley may choose to lease additional "like" equipment at the same rate. 7. During the life of this agreement the City of Apple Valley reserves the right to reduce the amount of leased equipment without penalty. 8. The City of Apple Valley reserves the right to reject any or all proposals and make a decision in the best interest of the City of Apple Valley. AV Project 2022-125, Supply72"Mowers for Lease PROPOSAL EIIBIT A Project 2022-125; SUPPLY 72" MOWERS FOR LEASE AGREEMENT WITH THE CITY OF APPLE VALLEY To the City of Apple Valley: The undersigned,having studied the specifications,proposes to furnish services in accordance with the specifications dated on file with the Parks and Recreation Department,including delivery and any taxes as follows: PARK DEPARTMENT (5)72"Zero Turning Radius Mowers Annual Payment $ (2)72"Mowers with cabs and snowblowers Annual paymentTwo year total(all fees and costs included) S 7 6 d/96 ---- Service Facility Location d 5 r f12 trer-t--1— Shop Force Any deviation from the specifications must be•clearly noted; otherwise,it will be considered that this quotation is in strict cam fiance, and vendor will be held accountable for all items. (AI) /Sr7 CriW/7 Z / cf Fs (77ow.o -� 95 7 / "7 f s4- ,ci •<--) In submitting this proposal it is understood the City retains the right to reject any and all proposals and to waive irregularities and informalities therein and to award the contract to the best interest of the City. DATE: , - 2-0 2-2- Respectfully� submitted, State whether vendor is ,�/��1tf 6--Ittv5 t / 7 c ''e-Pr Individual Finn Name Partnership Names of Parch ers:_ By Corporation A'4/9G-'e's State in whi ch.q lgorporated Printed Name of Signer Title / /C/z f 4 6---C • Address 252�1 � S 'f AV Project 2022-125,Supply 72"Mowers for Lease 1 EXHIBIT B Project 2022-125, Supply 72"Mowers for Lease (April 18, 2022—April 19, 2024 Two Year Lease) Itemized List of Mowers Park Department (5) 72" zero turning radius mowers (2) 72" out front 4wd mowers with cabs and snowblowers L' • ITEM: 4.H. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Base Bid and Alternates 2, 3, 4, 5, 6, 8, 9, and Awarding Project 2022-124, Valleywood Golf Course Improvements and Irrigation System Staff Contact: Department/ Division: Eric Carlson, Director Parks and Recreation Department ACTION REQUESTED: Adopt resolution accepting Base Bid and Alternates 2, 3, 4, 5, 6, 8, and 9 awarding Project 2022-124, Valleywood Golf Course Improvements and Irrigation System, to Liebold Irrigation, Inc., in the amount of$2,095,778. SUMMARY: Staff is seeking authorization to enter into an agreement with Liebold Irrigation, Inc., as the lowest responsible bidder with a bid of $2,095,778.00, Project 2022-124, Valleywood Golf Course Improvements and Irrigation System. Accepting Base Bid and alternates 2, 3, 4, 5, 6, 8, 9. Consultant representatives of Norby Golf Course Design, Inc., and Erik Christiansen Design Group, LTD, have reviewed the bid proposals and find the proposal acceptable. Both have extensive experience with this vendor's specialty work in the area of golf courses. BACKGROUND: On Wednesday, January 12, 2022, bids were received for the purpose of entering into a written agreement to replace Valleywood's irrigation system and additional on-course work. Two bids were received. The lowest responsible bidder was Liebold Irrigation, Inc., for a bid cost of$2,095,778.00. If awarded by the Council the bid includes replacement of the irrigation system, construction of new tees and relocation of the green on hole #3, aligning tees and changes to the fairway on hole #15, reconfiguration of the driving range tee line, fixing drainage issues on hole #17. Mid America Golf and Landscape Inc.'s bid was $2,155,710.00. The overall Valleywood Improvement Project remains under the previously approved project budget of $3,000,000 which includes the monument signage, irrigation system, and on-course improvements. There is a $46,000 contingency remaining in the project budget. The proposed contract does not include paving on holes #3, #15, #18, or the driving range. Alternates: Alt 2#2 bunkers Accept Alt 3 #2 forward tee Accept Alt 4#7 forward tee Accept Alt 5#13 forward tee Accept Alt 6 bituminous path, driving range, #3, #15, #18 Accept Alt 8 remove tee and cart work #18 Accept Alt 9 tee turf on driving range Accept A construction agreement is being prepared, and based on City Attorney and City Administrator approval, it will be submitted to the Liebold Irrigation Inc., for signatures. Construction will be scheduled to begin in July of 2023, with substantional completion in November of 2023, and completion in December 2023. BUDGET IMPACT: Funding of this project comes from the Valleywood Improvement Fund ATTACHMENTS: Resolution Bid / Quote Tabulation CITY OF APPLE VALLEY RESOLUTION NO. 2022 - RESOLUTION AWARDING AGREEMENT FOR PROJECT NO. 2022-124, VALLEYWOOD GOLF COURSE IMPROVEMENTS AND IRRIGATION SYSTEM WHEREAS,pursuant to Resolution 2021-207, an advertisement for bids was caused for improvements identified as Project 2022-124, Valleywood Golf Course Improvements and Irrigation System; and WHEREAS, in response to questions raised by contractors at the pre-bid meeting held December 28, 2021, Addendum No. 1 and No. 2 were prepared and ratified by City Council January 13, 2022; and WHEREAS, bids were received, opened and tabulated according to law and a tabulation of said bids is attached hereto as Exhibit A; and WHEREAS, it is recommended that Alternates 2, 3, 4, 5, 6, 8, 9 to the Base Bid are accepted; and NOW, THEREFORE, BE IT RESOLVED,by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The bid of Liebold Irrigation, Inc., is hereby found to be the lowest responsible bid meeting specifications. 2. Alternates 2, 3, 4, 5, 6, 8, 9 to the Base Bid on the Proposal form are hereby accepted. 3. The Mayor and City Clerk are hereby authorized and directed to enter into a contract with Liebold Irrigation, Inc., for its base bid, including Alternates 2, 3, 4, 5, 6, 8, 9, in the aggregate amount of$2,095,778.00 for completion of Project 2022-124, Valleywood Golf Course Improvements and Irrigation System, according to the plans and specifications heretofore approved by the Council and on file in the office of the Parks and Recreation Department. 4. The City Clerk is authorized and directed to retain the deposits of both bidders made with their bids until a contract has been signed. ADOPTED this 27th day of January, 2022. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk EXHIBIT A CITY OF APPLE VALLEY PROJECT 2022-124, VALLEYWOOD GOLF COURSE IMPROVEMENTS AND IRRIGATIONSYSTEM Proposal Date: Wednesday, January 12, 2022 - 10:00 am Mid-America Golf and Liebold Irrigation, Inc. Landscape, Inc. Golf Course Improvements Base Bid $ 888,300 $ 1,081,459 HDPE-TORO SMART HUB Irrigation Base Bid $ 1,591,610 $ 1,680,638 Total Base Bid $ 2,479,910 $ 2,762,097 Alternates: Alt 1 (Eliminate construction of new green on hole 3) $ (129,150) $ (140,171) Alt 2 (Eliminate re-construction of bunkers 2a and 2b) $ (27,300) $ (28,861) Alt 3 (Eliminate construction of new forward tee on hole 2) $ (21,756) $ (4,960) Alt 4 (Eliminate construction of new forward tee on hole 7) $ (17,640) $ (1,785) Alt 5 (Eliminate construction of new forward tee on hole 13) $ (21,756) $ (925) Alt 6 (Eliminate bituminous paving of cart paths at driving range tee and holes 3, 15 and 18) $ (154,140) $ (316,032) Alt 7 (Deduct to have Owner be responsible for removal of all existing asphalt paving) $ (10,500) $ (7,690) Alt 8 (Eliminate cart path work and reconstruction of tees on hole 18) $ (98,700) $ (84,403) Alt 9 (Eliminate construction of turf tee on driving range) $ (42,840) $ (169,421) Alt 10 (Eliminate removal of existing irrigation equipment - approx. 750 sprinklers) $ (11,500) $ (18,980) Mid-America Golf and Liebold Irrigation, Inc. Landscape, Inc. Alt 11 (Deduct from base bid landscape irrigation around clubhose area - est. 7 zone valves, 65 spray heads and associated equipment) $ (7,000) $ (14,980) Alt 12 (Deduct from base bid landscape irrigation around entrance area - est. 12 V-I-H decoder sprinklers and associated equipment) $ (3,000) $ (2,580) • ITEM: 4.1. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Joint Powers Agreement with City of Rosemount and Dakota County to Continue Law Enforcement and Community Services Coordinated Response Pilot Staff Contact: Department/ Division: Captain Greg Dahlstrom Police Department ACTION REQUESTED: Approve Joint Powers Agreement with the City of Rosemount and Dakota County for law enforcement and community services coordinated response pilot. SUMMARY: With the agreement in place, the Apple Valley Police Department will continue to work collaboratively with Dakota County Community Services for a coordinated response to calls relating to mental health in Apple Valley. In the agreement, one licensed social worker will be dedicated to the Apple Valley and Rosemount Police Departments. BACKGROUND: The Apple Valley Police Department continuously searches for ways to improve our effectiveness and service capabilities in our community. Since 2018, Dakota County Community Services has participated in a coordinated response pilot with the South Saint Paul and West Saint Paul Police Departments. In 2019, Dakota County Community Services sought interest in expanding their pilot program to other cities. The Apple Valley and Rosemount Police Departments collaborated to write a proposal where a licensed mental health professional would serve as a shared resource between the two agencies. Our proposal was accepted in early 2020, but delayed due to the pandemic. Despite the challenges of the pandemic, Dakota County was successful in hiring and housing a licensed clinical social worker in our department. The partnership has proved invaluable with a number of highly successful cases. The department finds value in this program and would like to continue the program. This agreement allows for our departments to operate the coordinated response program through June 30, 2022. BUDGET IMPACT: The licensed mental health professional will be an employee of Dakota County with no cost to the Apple Valley Police Department. Current police staff from our Community Impact Unit will continue work with the mental health professional. ATTACHMENTS: Agreement JOINT POWERS AGREEMENT BETWEEN CITY OF APPLE VALLEY, CITY OF ROSEMOUNT AND DAKOTA COUNTY FOR LAW ENFORCEMENT AND COMMUNITY SERVICES COORDINATED RESPONSE PILOT THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Apple Valley,by and through its City Council, 7100 147th St.W.,Apple Valley,MN 55124; the City of Rosemount, by and through its City Council, 2875 145th St. W., Rosemount, MN 55068 (hereinafter collectively known as "Cities"); and Dakota County, by and through its Community Services Department (DCCS), 1 Mendota Rd. W., West St. Paul, MN 55118 (hereinafter"County"). WHEREAS, pursuant to the provisions of Minn. Stat. § 471.59, Cities and County are authorized to enter into an agreement to exercise jointly or cooperatively governmental powers common to each and to permit one governmental entity to perform services or functions for or with another governmental unit; and WHEREAS, mental health crisis response is required to be provided by Cities and County in accordance with applicable federal, and state, laws, statutes, rules and regulations; and WHEREAS, Cities desire to receive services from County to assist people who need mental health crisis services on a prompt basis to protect their health, safety, and welfare. NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is agreed, by and between the parties as follows: 1. PURPOSE. The purpose of the Pilot is to implement a more coordinated response by the parties to address increased law enforcement involvement in calls for service that may require the need for services and programs offered by County. The implementation will take place utilizing a Mental Health Coordinator (Coordinator) position. Throughout the Pilot, the parties will continue to develop and evaluate effective and timely service models. The goal of the Pilot is to assist the Cities' police departments ("Law Enforcement") to transition to a permanent service model(s) that will be memorialized between the parties in a future agreement. 2. TERM. This Joint Powers Agreement will become effective on the date that the Agreement has been executed by Cities and County, through 12:00 A.M. on June 30, 2022, and unless terminated in writing. This Agreement may be terminated with or without cause by either Cities or County upon ninety(90) days'written notice to the other party to this Agreement. Notwithstanding the above, Cities may immediately terminate this Agreement at any time if the health, safety, or welfare of any person receiving services or entitled to receive services under this Agreement is at risk because of the actions or inaction of County. J. 3. AUTHORIZED REPRESENTATIVE. The named persons, in the positions stated below, or their successors in title, are designated the Authorized Representatives of the parties for purposes of this Agreement.Notifications required to be provided by the terms of this Agreement and invoices,if any,to be submitted and payments made shall be provided to the following named persons unless otherwise stated in this Agreement: TO COUNTY: TO CITIES: Emily Schug Captain Greg Dahlstrom Deputy Director Social Services Apple Valley Police Department Emily.Schug@co.dakota.mn.us Greg.Dahlstrom@applevalleymn.gov 651) 554-6316 (952) 953-2705 Chief Mike Dahlstrom Rosemount Police Department Mikael.Dahlstrom@ci.rosemount.mn.us (651) 440-2151 4. COUNTY'S RESPONSIBILITIES. County will: A. Provide and supervise the Coordinator positions, as staffing availability allows, which may include individual(s) licensed as a Mental Health Professional (Minn. Stat. § 245.462, subd. 18), Social Worker, or Coordinator. The Coordinator will: 1. Provide over-all Pilot administration, coordination and assessment; 2. Educate Law Enforcement on mental health crisis and emergency services offered by Dakota County Social Services (DCSS), including the roles and responsibilities of the 24 hour, seven days a week, Crisis Response Unit(CRU) and on-going mental health services and programs; 3. Educate Law Enforcement on other services and programs offered by County that could benefit individuals/households who come into contact with Law Enforcement; 4. Respond, when available and assistance is requested, with Law Enforcement to a mental health crisis or emergency, consistent with roles and responsibilities defined in Minn. Stat §§ 256B.0624 and 256B.0944, and in coordination with the DCSS's 24 hours, seven days a week, CRU. 5. Work with Law Enforcement(as directed by the assigned DCSS case manager and/or CRU staff) in providing a timely follow-up contact with the 2 individual/household after a crisis/emergency mental health call or crisis intervention to educate on resources offered by DCSS in accordance with Minn. Stat. §§ 256B.0624 and 256B.0944; 6. Assist Law Enforcement in outreach to determine if the individual/household is interested in voluntarily working with DCSS mental health professionals and Law Enforcement in developing a mental health crisis response plan accessible through the CRU 24/7 in an emergency as permitted by Minn. Stat. § 13.46, subd. 2(a)(10); 7. Work with Law Enforcement in providing a timely follow-up contact with the individual/household to determine if the individual/household is interested in and/or eligible for other services and programs offered through County or other community-based organizations, including networking outreach to potential community resources and service providers; 8. Create procedures to guide work for the duration of the Pilot; 9. Coordinate the Pilot evaluation pursuant to Section 8; 10. Coordinate with Pilot projects in other jurisdictions; and 11. Continue problem solving with Law Enforcement and other stakeholders to identify proposed solutions with the goal of creating a permanent service model that may be replicated in other jurisdictions. B. In support of the Pilot, County will: 1. Provide necessary resources to support the Coordinators with equipment and training to facilitate Pilot activities, 2. Supervise the Coordinator; 3. Facilitate connection and"warm handoffs"to the various services and programs within County and to community resources and service providers; and 4. Maintain a database of evaluation data and report summary data to all partners. C. County shall participate in meetings between Cities and County staff members to review the services provided pursuant to the Agreement. 5. CITIES' RESPONSIBILITIES. Cities will: A. Identify and dedicate resources to: 3 1. Work with the Coordinator for Pilot administration, coordination and assessment; 2. Coordinate education of officers and other Law Enforcement staff about the Pilot and DCCS programs and services including the role and responsibilities of the CRU; 3. Educate and train the Coordinator and any other participating DCCS staff on Law Enforcement's response to crisis and emergency service calls, including the role and responsibilities of Law Enforcement. 4. Identify individuals/households to the Coordinator who may benefit from the Pilot; 5. Work with the Coordinator, the CRU and DCSS mental health professionals to provide timely follow-up with the individual/household as provided in Section 4; 6. Work with the Coordinator, the CRU and DCSS mental health professionals to develop the crisis response plan as provided in Section 4; 7. Work with the Coordinator to create procedures to guide work for the duration of the Pilot; 8. Work with the Coordinator in the Pilot evaluation pursuant to Section 8; and 9. Continue problem solving with the Coordinator and other stakeholders to identify proposed solutions with the goal of creating a permanent service model that may be replicated in other jurisdictions. B. Provide Coordinators with a work space, equipment and necessary internet and other connections. 6. JOINT RESPONSIBILITIES. The parties will jointly: A. Meet regularly during the term of the Pilot to review and evaluate performance objectives and provide guidance to staff. B. Facilitate relationship-building with community agencies, treatment providers, Community Corrections, hospitals and community-based service providers to enhance understanding and reduce barriers to providing services to individuals with complex service needs. C. Attend and/or organize relevant trainings conducted by DCCS or other agencies. D. Commit to training on policy and procedures for the Pilot and for use of the CRU. 4 E. Attend joint Co-Response project meetings convened to discuss countywide Co- Response trainings and programs as well as attend any countywide trainings or programs. 7. OVERSIGHT AND IMPLEMENTATION. Steering Committee. The Pilot will be overseen by a Steering Team comprised of the DCSS Director or Deputy Director, and chief of police from the Cities of Apple Valley and Rosemount. One additional member from each of the City Police Departments and County shall be designated by each jurisdiction to participate in the Steering Committee, others may be invited to attend meetings and assist with collaborative planning, implementation, and evaluation activities. The role of the Steering Committee is to provide strategic vision, structure and oversight of the Pilot. The responsibilities of the Steering Committee include: A. To provide strategic oversight for the Pilot, including defining scope, priority, desired results and key deliverables; B. To serve as "champions" for the Pilot, garnering support, removing obstacles, and resolving escalated issues; C. To obtain and allocate resources to support the design, implementation and evaluation of the Pilot throughout its duration; D. To provide feedback and decisions in response to recommendations from the system stakeholders; E. To monitor and evaluate Pilot progress; F. To designate key subject matter experts, as needed, to support specific components of the Pilot planning, design or operations; G. To designate staff to oversee and manage day-to-day activities and implement the strategic operations of the Pilot; and H. To ensure strategic alignment and support Pilot success. 8. EVALUATION. The Pilot will be evaluated according to an evaluation design, led by the Dakota County Office of Performance and Analysis,that is collaboratively developed by the parties. DCCS will have the lead role in collecting and analyzing data and will present summary data to the parties along with a summary of Pilot activities due no less than on the last day of the month following less than on the last day of the month following the end of the 2021 full year term with quarterly reports preferred. 9. INDEPENDENT CONTRACTOR. It is agreed that nothing contained in this Agreement is intended or should be construed as creating the relationship of agents, partners,joint ventures, or associates between the parties hereto or as constituting either County as the employee of the Cities for any purpose or in any manner whatsoever. County is an independent contractor and neither it nor its employees, 5 agents, or representatives are employees of Cities. 10. LIABILITY AND INDEMNIFICATION. A. County and Cities agree to indemnify, defend and hold harmless the other, its officers, agents and employees against any and all liability,loss,costs,damages,claims or actions its officers, agents or employees may hereafter sustain, incur, or be required to pay, arising out of or by reason of any act or omission of the indemnifying party, its officers, agents, or employees, in the execution,performance or failure to adequately perform its obligations pursuant to this Agreement. B. To the full extent permitted by law, actions by the parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, subd. 1 a provided further that for purposes of the statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other party. Each party also specifically intends that the single tort cap limits specified for cooperative agreements under Minn. Stat.§ 471.59, subd. la, or as such statute may be amended or modified from time to time, shall apply to this Agreement and to the activities of the parties hereunder. The statutory limits for the parties may not be added together or stacked to increase the maximum amount of liability for either party. C. Each party to this agreement shall be liable for the acts of their own officers, employees, and/or agents and the results thereof to the extent authorized by law and shall not be responsible for the acts of the other party, its officers, employees, and/or agents. It is understood and agreed the provisions of the Municipal Tort Claims Act,Minn. Stat. Ch. 466, and other applicable laws govern liability arising from the parties' acts or omissions. Each party warrants they can comply with the indemnity requirements through an insurance or self-insurance program and each has minimum coverage consistent with the liability limits contained in Minn. Stat. Ch. 466. 11. NON-ASSIGNABILITY. County shall not assign any interest in this Agreement and shall not transfer any interest in the same, whether by subcontract, assignment or novation, without the prior written consent of Cities. 12. EQUAL EMPLOYMENT OPPORTUNITY. County agrees to comply with all federal, state and local laws, resolutions, ordinances, rules, regulations and executive orders pertaining to unlawful discrimination because of race, color, creed,religion,national origin,sex,marital status, status with regard to public assistance,sexual orientation, disability, or age. When required by law or when validly requested by Cities, County shall furnish a written affirmative action plan. 13. WORKPLACE VIOLENCE PREVENTION. 6 County shall make all reasonable efforts to ensure its employees, officials and subcontractors do not engage in violence, as defined by the Dakota County Policy 5517 Violence Prevention in the Workplace, while performing under this Agreement. 14. DATA PRACTICES. A. Data Privacy and Security. The parties will comply with all applicable data practices laws, including but not limited to the Minnesota Government Data Practices Act (MGDPA), Minn. Stat. Ch. 13 and the Minnesota Rules implementing the MGDPA, as amended, as well as any applicable state or federal laws on data privacy and security. The parties are mindful that when exchanging private data only the minimum necessary data will be provided. The exchange,use and protection of private data must be in compliance with the signed Dakota County Informed Consent to Release Private Data. All data created, collected, received, stored,used, maintained, or disseminated by the parties in the performance of their roles and responsibilities are subject to the requirements of the MGDPA, the Minnesota Rules implementing the MGDPA, as amended, as well as any applicable state or federal laws on data privacy and security. This paragraph is required by the MGDPA and includes the remedies set forth in Minn. Stat. § 13.08. B. Health Information and Chemical Dependency Data. If applicable, the parties agree to comply with the requirements of the Health Insurance Portability and Accountability Act ("HIPAA") and the Health Information Technology for Economic and Clinical Health Act("HITECH") and any other applicable state or federal law. This includes health data laws, including the Minnesota Health Records Act, Minn. Stat. §§ 144.291- .298, and 42 CFR Part 2 Confidentiality of Alcohol and Drug Abuse Patient Records. C. Records. Each party is responsible for maintaining, securing, and managing its own records. The records will be maintained in accordance with each party's applicable record retention schedule. The parties will work cooperatively to ensure any reporting requirements under this agreement are fulfilled. D. Obtaining and Sharing Information. All necessary Tennessen Warning notices, consents, releases, and authorizations shall be obtained prior to the collection, release, exchange, or discussion of not public data, as that term is defined in Minn. Stat. § 13.02, subd. 8a, unless such data collection, release, exchange, or discussion is otherwise permitted by law or court order. E. Data Storage. As part of the roles and responsibilities of the Coordinator, data related to DCCS functions as defined by statute will be documented in the Social Services Information System (SSIS). DCCS data collected for the Pilot evaluation will be recorded in password protected database or spreadsheet within the DCCS network. Law enforcement will not be given access to SSIS. The terms of this Section shall survive the termination or expiration of the agreement and/or Pilot. 7 15. COMPLIANCE WITH APPLICABLE LAW. County and Cities agree to comply with all federal, state and local laws or ordinances, and all applicable rules, regulations, and standards established by any agency of such governmental units, which are now or hereafter promulgated insofar as they relate to its performance of the provisions of this Agreement. It shall be the obligation of County and the Cities to apply for, pay for, and obtain all permits and/or licenses required by any governmental agency for Cities or County's participation in this program. 16. AUDIT. Under Minn. Stat.§ 16C.05, subd. 5,the books,records,documents, and accounting procedures and practices of the parties are subject to examination by Cities or County or designees, the State Auditor or the Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 17. AMENDMENTS. Any alteration, variation, modification, or waiver of the provisions of this Agreement shall be valid only after it has been reduced to writing and duly signed by both parties. 18. INTERPRETATION OF AGREEMENT; VENUE. This Agreement shall be interpreted and construed according to the laws of the State of Minnesota. All litigation regarding this Agreement shall be venued in the appropriate state or federal district court in Dakota County, Minnesota. 19. ENTIRE AGREEMENT. This Agreement shall constitute the entire agreement between the parties and shall supersede all prior oral or written negotiations. WHEREFORE, this Agreement is duly executed on the last date written below. CITY OF APPLE VALLEY COUNTY OF DAKOTA By: By: Clint Hooppaw, Mayor Mary Liz Holberg, Chair Apple Valley City Council Dakota County Board of Commissioners Dated: Dated: ATTEST: Pamela Gackstetter Jennifer Reynolds City Clerk Sr. Administrative Coordinator to the Board 8 Dated: Dated: Approved as to form: Approved as to form: /s/G Paul Beaumaster 12/22/2021 Sharon Hills, City Attorney/Date Assistant County Attorney/Date KS-20-110-0006 Board Resolution No. 20-449 CITY OF ROSEMOUNT Contract No. C0033265.1 By: Bill Droste, Mayor Rosemount City Council Dated: Logan Martin City Administrator Dated: Approved as to form: Mary Tietjen, City Attorney/Date 9 • ITEM: 4.J. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Change Order No. 1 to Agreement with B&B Commercial Coatings, LLC, for Project 2021-142, 2021 Hydrant Reconditioning and Painting, and Approve Acceptance and Final Payment Staff Contact: Department/ Division: Brian Skok, Public Works Superintendent- Utilities Utilities Division ACTION REQUESTED: Approve Change Order No. 1 to the agreement with B&B Commercial Coatings, LLC, with a reduction in the amount of $375.00, and accept Project 2021-142, 2021 Hydrant Reconditioning and Painting, as complete and authorize final payment in the amount of $5,750.00. SUMMARY: B&B Commercial Coatings has completed the hydrant reconditioning and painting as outlined in the project specifications. Change Order No. 1 is for a decrease of $375.00. The contract estimated work was 277 hydrants, the final number of hydrants reconditioned and painted was 274, 3 fewer hydrants than estimated. BACKGROUND: On August 26, 2021, City Council approved an agreement with B&B Commercial Coating, LLC in the amount of $34,625.00. Utilities typically schedules around 300 Hydrants to be reconditioned each year as routine maintenance. BUDGET IMPACT: Funding for this project is included in the Public Works Utilities Division operating budget, Water Fund. Project Funding for 2021-142 - 5330.6249 Budgeted $35,000.00 B & B Commercial Coating, LLC - Actual $34,250.00 Total Budget Impact (under budget) $ (750.00) ATTACHMENTS: Change Order Document(s) Final Pay Documents i•ii. Owner:City of Apple Valley,7100 W. 147th St..Apple Valley,MN 55124 Date January 4,2022 i� Contractor:B&B Commercial Coating,LLC Phone:320.282.1410 City of Apple Vail Bond Con pany: Bond No: CHANGE ORDER NO.1 2021 Hydrant Painting and Reconditioning PROJECT NO.2021-142 Description of Work The contract with B&B Commercial Coating was to sandblast and paint 277 hydrants;the final number of hydrants completed was 274. Contract Unit Total No. Item Unit Quantity Price Amount 1 Deduction of three hydrants Per Proposal 3 -$125.00 ($375.00) TOTAL CHANGE ORDER NO. 1 ($375.00) 2021-142 CO1 Approved by Contractor: Approved by Owner: B&B Commercial Coatings LLC CITY OF APPLE VALLEY nq Clint Hooppaw,Mayor \/ 1-7 (ae?-- Date Date Approved By Public Works-Utilities CITY OF APPLE VALLEY Attest:Pamela J.Gackstetter,City Clerk 37411 Skok Brian Skok lion 18,2022 07.17 CST) Date Jan 18,2022 Date 2021-142 Col PAYMENT VOUCHER NO.1 &FINAL 2021 Hydrant Reconditioning and Painting PROJECT NO.2021-142 For Period:October 12,2021 OWNER: CONTRACTOR: City of Apple Valley B&B Commercial Coating 7100 147th Street West PO Box 663 Apple Valley, MN 55124 Maple Lake, MN 55358 Amount of Contract: $34,625.00 Change Order 1 -$375.00 Total Amount $34,250.00 Contract Value Less Amount of Work 5 Less Net Account Per Agreement Certified Percent Previous Amount Number 8/26/21 To Date Retained Payments Due Utilities 5330.6249 2021142 $ 34,625.00 $34,250.00 $0.00 $28,500.00 $5,750.00 Change Order^ $ (375.00) Subtotal $ 34,250.00 $34,250.00 $0.00 $28,500.00 $5,750.00 Total $34,250.00 $34,250.00 $0.00 $28,500.00 $5,750.00 Date: Pub lc orks Superintendent- Utilities Date: ` l v v PubliIVe-re24frfr �••�� Owner: City of Apple Valley,7100 W.147th St.,Apple Valley.MN 55124 Date: January 4,2022 •••• For Period:10/12/21 Request No: 2&Final Apple II Contractor: B&B Commercial Coating Valley CONTRACTOR'S REQUEST FOR PAYMENT 2&FINAL Project 2021-142 2021 Hydrant Reconditioning and Painting SUMMARY 1 Original Contract Amount $ $34,625.00 2 Change Order-Addition $ 0.00 3 Change Order-Deduction $ 375.00 4 Revised Contract Amount $ $34,250.00 5 Value Completed to Date $ $34,250.00 6 Material on Hand $ $0.00 7 Amount Earned $ $34,250.00 8 Less Retainage 0% $ $0.00 9 Subtotal $ $34,250.00 10 Less Amount Paid Previously $ _ $28,500.00 11 Liquidated damages- $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 2&Final $ L5.750.00 Approved by Contractor: Approved by Owner: B&B Commerical ing CITY OF APPLE VALLEY Clint Hooppaw,Mayor Date Specified Contract Completion Date: October 15,2021 Attest:Pamela J.Gackstetter,City Clerk Date Owner:City of Apple Valley Date:December 30,2021 City of Apple. Valley Contractor:B&B Commercial Coating CONTRACTOR REQUEST FOR PAYMENT SUPPLEMENTAL INFO Project 2021-140, Sump Catch Basin Cleaning Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity To Date To Date 1 Hydrant Sandblasting and Coating ea 277 $ 125.00 240 34 277 $4,250.00 Total: $ 4,250.00 Request for Payment Project 2021-142 PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project 2021-142 2021 Hydrant Reconditioning and Painting CONTRACTOR CHANGE ORDERS No. Date Description Amount 1 1/4/2022 Deduction of three hydrants -$375.00 Total Change Orders ($375.00) PAYMENT SUMMARY No. From To Payment Retainage Completed 1 08/26/2021 10/12/21 $28,500.00 $1,500.00 $30,000.00 2& Final 10/12/2021 12/31/21 $5,750.00 $34,250.00 Material on Hand Total Payment to Date $5,750.00 Original Contract $34,625.00 Retainage Pay No. 2 & Final Change Orders -$375.00 Total Amount Earned $5,750.00 Revised Contract $34,250.00 Request for Payment Project 2021-142 2 and Final • ITEM: 4.K. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2022 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 2022 City Newsletter Printing and Mailing, in the estimated amount of$23,995.00. 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 2022 City Newsletters is $23,995.00. 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 sent to several local Minnesota printing companies, including: Graphic Design, Inc., The MPX Group, Carlson Printing, Highlight Printing, Alpha Graphics, and Nystrom Publishing. Due to increased paper and printing costs, these companies were unable to offer bids this year. Staff recommends approval of a standard form agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2022 City Newsletter Printing and Mailing, in the estimated amount of $23,995.00. BUDGET IMPACT: The estimated $23,995.00 would come from the 2022 General Fund Operational Budget. • ITEM: 4.L. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Approve Acceptance and Final Payment on Agreement with McNamara Contracting, Inc., for Project 2021-105, 2021 Street Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Public Works Department ACTION REQUESTED: Approve final payment on the agreement with McNamara Contracting, Inc., in the amount of $105,403.65; and accepting Project 2021-105, 2021 Street Improvements as complete and authorizing final payment in the amount of $105,403.65 for a contract total of $651,374.88. The final contract amount of $651,374.88 is below the contract awarded amount of $739,591.55. SUMMARY: Attached please find the third and final payment for Project 2021-105, Street Improvements. All public improvements associated with the project are complete and in acceptable condition to become public infrastructure of the City. This final payment of$105,403.65 will close the agreement with McNamara Contracting, Inc., and result in a total construction cost of $651,374.88. BACKGROUND: On October 8, 2020, City Council adopted Resolution Number 2020-118, directing the preparation of plans and specifications for Project 2021-105, 2021 Street Improvements. On March 25, 2021, City Council adopted Resolution 2021-55, approving plans and specifications and directing receipt of sealed bids for Project 2021-105, 2021 Street Improvements. On July 22, 2021, City Council approved Change Order No. 1 in the amount of$25,200.00. BUDGET IMPACT: Final cost breakdown and funding for the project is summarized below: Estimated Project Costs: Awarded Cost Final Cost Construction Cost $ 714,391.55 $ 651,374.88 Construction Contingency 74,800.00 0 Engineering, Contract Admin, 150,000.00 185,000.00 Inspection, Testing, Surveying Total Estimated Cost $ 964,391.55 $ 836,374.88 Estimated Project Funding: Road Improvement Fund $ 794,391.55 $ 666,374.88 Street Light Utility 10,000.00 10,000.00 Water Utility Fund 80,000.00 80,000.00 Dakota County (Trail Resurfacing) 80,000.00 80,000.00 Total Estimated Funding $ 964,391.55 $ 836,374.88 ATTACHMENTS: Final Pay Documents ... PAYMENT VOUCHER NO.4&FINAL tee: 2021 STREET IMPROVEMENTS CITY PROJECT NO.2021-105 Apple„ pValley For Period:10/01/2021 Through 11/30/2021 OWNER: CONTRACTOR: City of Apple Valley Contractor Name McNamara Contracting, Inc. 7100 147th Street West Contractor Address 16700 Chippendale Ave Apple Valley, MN 55124 City, State,Zip Rosemount, MN 55068 Telephone No. 651-322-5500 Amount of Contract: $714,391.55 Change Order No. 1 $25,200.00 Total Amount $739,591.55 Contract Value Less Amount of Work 0 Less Net Account Per Resolution Certified Percent Previous Amount Number 2021-91 To Date Retained Payments Due 134th ST W&Hughes Ct M&O 2027-6810-202105R $ 156,076.50 $135,716.30 $0.00 $111,787.26 $23,929.04 Galaxie Place Street Reconstruction 2027-6810-202105R $ 91,250.00 $84,998.15 $0.00 $80,368.24 $4,629.91 Fawn Ridge CT Street Reconstruction 2027-6810-202105R $ 113,445.00 $108,605.58 $0.00 $103,092.18 $5,513.40 McAndrews Road Trail Resurfacing 2027-6810-202105R $ 85,687.35 $93,028.84 $0.00 $84,884.29 $8,144.55 Reflection Road Trail Reconstruction 2027-6810-202105R $ 41,271.10 $40,565.90 $0.00 $0.00 $40,565.90 Ring Route Repairs 2027-6810-202105R $ 23,256.70 $41,388.40 $0.00 $39,318.98 $2,069.42 Micro Surfacing Area Street Repairs 2027-6810-202105R $ 57,722.50 $13,855.46 $0.00 $5,229.09 $8,626.38 Utility Patching Repairs 5305-6269-2121105R $ 67,940.00 $27,438.85 $0.00 $21,805.40 $5,633.45 Fire Station#3 Driveway Repair 2027-6s10-202105R $ 17,180.00 $20,913.00 $0.00 $18,864.63 $2,048.38 Galaxie Ave&founders Ln ADA Improvements 2027-6810-2021101S $ 60,562.40 $59,664.40 $0.00 $56,681.18 $2,983.22 Change Order No.1 2027-6810-202105R $ 25,200.00 $25,200.00 $0.00 $23,940.00 $1,260.00 Subtotal $ 739,591.55 $ 651,374.88 $ - $ 545,971.23 $ 105,403.65 Total $739,591.55 $651,374.88 $0.00 $545,971.23 $105,403.65 ciA..._., Date: City Engineer Date: 1-18-22 r Y Public Works Director Owner: City of Apple Valley,7100 W. 147th St.,Apple Valley,MN 55124 Date: December 1,2021 ii i• For Period: 10/1/2021 Through 11/30/2021 Request No: 4&Final Apple Contractor: McNamara Contracting,Inc.,16700 Chippendale Ave,Rosemount,MN 55068 Valley CONTRACTOR'S REQUEST FOR PAYMENT 2021 Street Improvements Project File No. 2021-105 SUMMARY 1 Original Contract Amount $ $714,391.55 2 Change Order-Addition $ 25,200.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $739,591.55 5 Value Completed to Date $ $651,374.88 6 Material on Hand $ $0.00 7 Amount Earned $ $651,374.88 8 Less Retainage 0% $ $0.00 9 Subtotal $ $651,374.88 10 Less Amount Paid Previously $ $545,971.23 11 Liquidated damages- $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 4&Final $ $105,403.65 Approved by Contractor: Approved by Owner: McNamara Contracting,Inc. CITY OF APPLE VALLEY Brandon S Anderson,City Engineer Date Specified Contract Completion Date: Clint Hoopaw,Mayor Date Attest:Pamela J.Gackstetter,City Clerk Date 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date PART 1-134th ST W&HUGHES CT M&O 1 MOBILIZATION LS 1 $15,000.00 1.00 0.00 1.00 $ 15,000.00 2 COMMON EXCAVATION CY 100 $15.00 0.00 0.00 0.00 $ - 3 REMOVE CURB AND GUTTER LF 557 $9.50 402.00 0.00 402.00 $ 3,819.00 4 REMOVE CONCRETE WALK SF 100 $8.00 155.00 0.00 155.00 $ 1,240.00 5 REMOVE BITUMINOUS PAVEMENT-PATCHING SY 480 $13.00 159.48 0.00 159.48 $ 2,073.24 6 AGGREGATE BASE CLASS 5 TN 220 $15.00 9.59 0.00 9.59 $ 143.85 7 CONCRETE CURB AND GUTTER,DESIGN D412 LF 560 $22.40 402.00 0.00 402.00 $ 9,004.80 8 CONCRETE PEDESTRIAN RAMP SF 100 $17.40 55.00 25.00 80.00 $ 1,392.00 9 5"CONCRETE WALK SF 100 $7.60 90.00 0.00 90.00 $ 684.00 10 TRUNCATED DOMES SF 16 $45.00 20.00 0.00 20.00 $ 900.00 11 MILL BITUMINOUS SURFACE(0.75") SY 4335 $2.00 3481.00 135.00 3616.00 $ 7,232.00 12 MILL BITUMINOUS SURFACE(1") SY 51 $5.00 257.60 0.00 257.60 $ 1,288.00 13 BITUMINOUS MATERIAL FOR TACK COAT GL 485 $3.00 595.00 0.00 595.00 $ 1,785.00 14 TYPE SPWEA330C WEAR 1"THICK OVERLAY TN 600 $71.00 591.21 0.00 591.21 $ 41,975.91 15 TYPE SPWEA330B WEAR -PATCHING TN 120 $85.00 75.16 0.00 75.16 $ 6,388.60 16 ADJUST GATE VALVE EA 4 $150.00 0.00 0.00 0.00 $ - 17 SALVAGE AND INSTALL CASTING EA 37 $550.00 18.00 0.00 18.00 $ 9,900.00 18 FURNISH AND INSTALL VALVE BOX EA 2 $1,800.00 2.83 1.17 4.00 $ 7,205.40 19 RECONSTRUCT DRAINAGE STRUCTURE LF 48 $25.00 0.00 17.70 17.70 $ 442.50 20 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 17 $85.00 0.00 14.50 14.50 $ 1,232.50 21 COMPOST GRADE 2(LV) CY 17 $85.00 0.00 8.50 8.50 $ 722.50 22 SODDING TYPE LAWN SY 200 $9.00 0.00 140.00 140.00 $ 1,260.00 23 FERTILIZER TYPE 3 LB 12 $3.00 0.00 9.00 9.00 $ 27.00 24 TURF ESTABLISHMENT LS 1 $4,000.00 0.00 3.00 3.00 $ 12,000.00 25 STORM DRAIN INLET PROTECTION EA 19 $175.00 16.00 0.00 16.00 $ 2,800.00 26 TRAFFIC CONTROL LS 1 $7,200.00 1.00 0.00 1.00 $ 7,200.00 TOTAL PART 1-134th ST W&HUGHES CT M&O $ 135,716.30 PART 2-GALAXIE PLACE STREET RECONSTRUCTION $ - 27 MOBILIZATION LS 1 $9,000.00 1.00 0.00 1.00 $ 9,000.00 28 REMOVE BITUMINOUS PAVEMENT SY 1176 $5.00 1180.00 0.00 1180.00 $ 5,900.00 29 REMOVE CURB AND GUTTER LF 145 $6.00 64.00 0.00 64.00 $ 384.00 30 COMMON EXCAVATION CY 789 $15.00 667.00 0.00 667.00 $ 10,005.00 FURNISH AND INSTALL HYDRANT,6"GATE VALVE AND 31 BOX EA 1 $8,050.00 1.00 0.00 1.00 $ 8,050.00 FURNISH AND INSTALL 17LBS MAGNESIUM ANODE 32 (45LBS PACKED) EA 1 $500.00 1.00 0.00 1.00 $ 500.00 33 SALVAGE AND INSTALL CASTING EA 2 $1,200.00 2.00 0.00 2.00 $ 2,400.00 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date 34 RECONSTRUCT DRAINAGE STRUCTURE LF 3 $25.00 0.00 2.00 2.00 $ 50.00 35 GEOTEXTILE FABRIC,TYPE 5 SY 1176 $1.00 1180.00 0.00 1180.00 $ 1,180.00 36 AGGREGATE BASE CLASS 5 TN 622 $15.00 558.71 0.00 558.71 $ 8,380.65 37 SELECT GRANULAR BORROW TN 812 $9.00 750.00 0.00 750.00 $ 6,750.00 38 CONCRETE CURB AND GUTTER,DESIGN D412 LF 110 $44.90 64.00 0.00 64.00 $ 2,873.60 39 BITUMINOUS MATERIAL FOR TACK COAT GL 59 $3.00 70.00 0.00 70.00 $ 210.00 40 TYPE SPWEA330C 2"NON WEAR TN 152 $90.00 164.24 0.00 164.24 $ 14,781.60 41 TYPE SPWEA330C 2"WEAR TN 152 $90.00 135.37 0.00 135.37 $ 12,183.30 42 STORM DRAIN INLET PROTECTION EA 2 $175.00 0.00 2.00 2.00 $ 350.00 43 TRAFFIC CONTROL LS ] $2,000.00 1.00 0.00 1.00 $ 2,000.00 TOTAL PART 2-GALAXIE PLACE STREET RECONSTRUCTION $ 84,998.15 PART 3-FAWN RIDGE CT STREET RECONSTRUCTION 44 MOBILIZATION LS 1 $5,200.00 1.00 0.00 1.00 $ 5,200.00 45 REMOVE BITUMINOUS PAVEMENT SY 1506 $5.00 1506.00 0.00 1506.00 $ 7,530.00 46 REMOVE CURB AND GUTTER LF 150 $6.00 83.00 0.00 83.00 $ 498.00 47 REMOVE CONCRETE VALLEY GUTTER SY 45 $22.00 26.10 0.00 26.10 $ 574.20 48 COMMON EXCAVATION CY 958 $15.00 920.00 0.00 920.00 $ 13,800.00 INSULATE AND LOWER WATER SERVICES AT STORM 49 CROSSING EA 3 $3,100.00 3.00 0.00 3.00 $ 9,300.00 50 SALVAGE AND INSTALL CASTING EA 3 $1,200.00 3.00 0.00 3.00 $ 3,600.00 51 RECONSTRUCT DRAINAGE STRUCTURE LF 4 $25.00 0.00 3.50 3.50 $ 87.50 52 4"PERFORATED PE PIPE DRAIN LF 610 $1.00 609.00 0.00 609.00 $ 609.00 53 GEOTEXTILE FABRIC,TYPE 5 SY 1506 $1.00 1506.00 0.00 1506.00 $ 1,506.00 FURNISH AND INSTALL 17LBS MAGNESIUM ANODE 54 (45LBS PACKED) EA 2 $1,400.00 2.00 0.00 2.00 $ 2,800.00 55 AGGREGATE BASE CLASS 5 TN 797 $15.00 763.38 0.00 763.38 $ 11,450.70 56 SELECT GRANULAR BORROW TN 1040 $9.00 904.00 0.00 904.00 $ 8,136.00 57 ADJUST GATE VALVE EA 1 $150.00 0.00 0.00 0.00 $ - CONCRETE CURB AND GUTTER,DESIGN 58 SURMOUNTABLE LF 150 $39.30 142.60 0.00 142.60 $ 5,604.18 59 CONCRETE VALLEY GUTTER 7" SY 5 $120.80 1.50 0.00 1.50 $ 181.20 60 BITUMINOUS MATERIAL FOR TACK COAT GL 75 $3.00 70.00 0.00 70.00 $ 210.00 61 TYPE SPWEA330C 2"NON WEAR TN 200 $90.00 202.82 0.00 202.82 $ 18,253.80 62 TYPE SPWEA330C 2"WEAR TN 200 $90.00 186.00 0.00 186.00 $ 16,740.00 63 STORM DRAIN INLET PROTECTION EA 2 $175.00 3.00 0.00 3.00 $ 525.00 64 TRAFFIC CONTROL LS 1 $2,000.00 1.00 0.00 1.00 $ 2,000.00 TOTAL PART 3-FAWN RIDGE CT STREET RECONSTRUCTION $ 108,605.58 PART 4-MCANDREWS ROAD TRAIL RESURFACING 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date 65 MOBILIZATION LS 1 $15,000.00 1.00 0.00 1.00 $ 15,000.00 66 REMOVE BITUMINOUS PAVEMENT SY 400 $5.00 28.40 0.00 28.40 $ 142.00 67 REMOVE CONCRETE WALK SF 450 $3.00 357.00 0.00 357.00 $ 1,071.00 68 REMOVE BITUMINOUS WALK OR DRIVE SY 145 $7.00 61.00 0.00 61.00 $ 427.00 69 REMOVE CURB AND GUTTER LF 200 $6.00 98.00 0.00 98.00 $ 588.00 70 COMMON EXCAVATION WALKS AND DRIVES CY 100 $40.00 40.00 0.00 40.00 $ 1,600.00 71 AGGREGATE BASE CLASS 5 TN 100 $15.00 18.27 0.00 18.27 $ 274.05 72 MILL BITUMINOUS SURFACE(1") SY 16 $50.00 16.00 0.00 16.00 $ 800.00 73 BITUMINOUS MATERIAL FOR TACK COAT GL 44 $3.00 122.00 104.00 226.00 $ 678.00 74 TYPE SPWEA330B WEAR 1"THICK OVERLAY TN 145 $90.00 246.52 0.00 246.52 $ 22,186.80 75 TYPE SPWEA330B WEAR 2"THICK TRAIL PATCHING TN 15 $200.00 29.84 5.11 34.95 $ 6,990.00 76 TYPE SPWEA330B WEAR FOR PATCHING TN 30 $200.00 16.95 0.00 16.95 $ 3,390.00 77 CONCRETE CURB AND GUTTER,DESIGN B618 LF 200 $37.55 98.00 0.00 98.00 $ 3,679.90 78 TRUNCATED DOME PANEL SF 64 $45.00 97.00 0.00 97.00 $ 4,365.00 79 CONCRETE PEDESTRIAN RAMP SF 400 $17.45 370.00 0.00 370.00 $ 6,456.50 80 5"CONCRETE SIDEWALK,LANDING SF 200 $9.40 201.00 0.00 201.00 $ 1,889.40 81 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 25 $131.01 75.00 0.00 75.00 $ 9,825.75 82 COMPOST GRADE 2 CY 25 $60.64 0.00 0.00 0.00 $ - 83 SEEDING AC 0 $1,324.97 0.00 0.20 0.20 $ 264.99 84 SEED,25-131 LB 20 $4.54 0.00 40.00 40.00 $ 181.60 85 FERTILIZER TYPE 3 LB 60 $0.34 0.00 60.00 60.00 $ 20.40 86 TURF ESTABLISHMENT LS 1 $3,751.95 0.50 0.50 1.00 $ 3,751.95 87 HYDRAULIC SOIL STABILIZER TYPE 1 SY 212 $4.58 425.00 0.00 425.00 $ 1,946.50 88 TRAFFIC CONTROL LS 1 $7,500.00 1.00 0.00 1.00 $ 7,500.00 TOTAL PART 4-MCANDREWS ROAD TRAIL RESURFACING $ 93,028.84 PART 5-REFLECTION ROAD TRAIL RECONSTRUCTION 89 MOBILIZATION LS 1 $3,000.00 0.00 1.00 1.00 $ 3,000.00 90 COMMON EXCAVATION(TRAIL) CY 33 $80.00 0.00 33.00 33.00 $ 2,640.00 91 REMOVE CURB AND GUTTER LF 40 $25.00 0.00 48.00 48.00 $ 1,200.00 92 REMOVE BITUMINOUS PAVEMENT(TRAIL) SY 86 $20.00 0.00 102.00 102.00 $ 2,040.00 93 CLEARING EA 16 $497.00 0.00 16.00 16.00 $ 7,952.00 94 GRUBBING EA 16 $331.00 0.00 16.00 16.00 $ 5,296.00 95 CLEARING(AREA) AC 0 $18,500.00 0.00 0.05 0.05 $ 925.00 96 AGGREGATE BASE CLASS 5 TN 60 $15.00 0.00 73.28 73.28 $ 1,099.20 97 CONCRETE CURB AND GUTTER,DESIGN D412 LF 40 $44.00 0.00 48.00 48.00 $ 2,112.00 98 CONCRETE PEDESTRIAN RAMP SF 242 $20.80 0.00 170.00 170.00 $ 3,536.00 99 TRUNCATED DOMES SF 32 $45.00 0.00 32.00 32.00 $ 1,440.00 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date 100 TYPE SPWEA330B WEAR 3"THICK TN 27 $100.00 0.00 38.69 38.69 $ 3,869.00 101 ADJUST GATE VALVE EA 1 $150.00 0.00 0.00 $ - 102 SALVAGE AND INSTALL CASTING EA 2 $1,500.00 0.00 1.00 1.00 $ 1,500.00 103 RECONSTRUCT DRAINAGE STRUCTURE LF 2 $25.00 0.00 1.00 1.00 $ 25.00 104 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 5 $130.00 0.00 12.50 12.50 $ 1,625.00 105 COMPOST GRADE 2(LV) CY 5 $130.00 0.00 12.50 12.50 $ 1,625.00 106 SEED,25-131 LB 2 $15.90 0.00 10.00 10.00 $ 159.00 107 FERTILIZER TYPE 3 LB 10 $2.27 0.00 10.00 10.00 $ 22.70 108 TURF ESTABLISHMENT LS 1 $1,500.00 0.00 0.00 0.00 $ - 109 STORM DRAIN INLET PROTECTION EA 2 $175.00 0.00 0.00 0.00 $ - 110 TRAFFIC CONTROL LS 1 $500.00 0.00 1.00 1.00 $ 500.00 TOTAL PART 5-REFLECTION ROAD TRAIL RECONSTRUCTION $ 40,565.90 PART 6-RING ROUTE REPAIRS 111 MOBILIZATION LS 1 $4,200.00 1.00 0.00 1.00 $ 4,200.00 112 REMOVE CONCRETE WALK AND DRIVEWAY SF 474 $6.00 1064.00 0.00 1064.00 $ 6,384.00 113 REMOVE CONCRETE CURB AND GUTTER LF 14 $38.00 8.00 0.00 8.00 $ 304.00 114 CONCRETE CURB AND GUTTER,DESIGN B618 LF 14 $37.55 8.00 0.00 8.00 $ 300.40 115 5"CONCRETTE WALK SF 120 $9.40 120.00 0.00 120.00 $ 1,128.00 116 5"CONCRETE WALK SPECIAL,COLORED,STAMPED SF 354 $25.50 944.00 0.00 944.00 $ 24,072.00 117 TRAFFIC CONTROL LS 1 $5,000.00 1.00 0.00 1.00 $ 5,000.00 TOTAL PART 6-RING ROUTE REPAIRS $ 41,388.40 PART 7-MICRO SURFACING AREA STREET REPAIRS 118 MOBILIZATION LS 1 $1,500.00 1.00 0.00 1.00 $ 1,500.00 119 REMOVE CONCRETE CURB AND GUTTER LF 400 $9.00 0.00 0.00 0.00 $ - 120 REMOVE CONCRETE VALLEY GUTTER SF 90 $27.00 0.00 0.00 0.00 $ - 121 REMOVE BITUMINOUS PAVEMENT SY 400 $27.00 38.90 3.00 41.90 $ 1,131.30 122 TYPE SPWEA330B WEAR FOR PATCHING TN 75 $136.00 14.00 60.81 74.81 $ 10,174.16 123 CONCRETE CURB AND GUTTER,DESIGN D412 LF 300 $44.00 0.00 0.00 0.00 $ - 124 CONCRETE CURB AND GUTTER,DESIGN B618 LF 100 $52.00 0.00 0.00 0.00 $ - 125 7"CONCRETE VALLEY GUTTER SY 10 $165.00 0.00 0.00 0.00 $ - 126 SALVAGE AND INSTALL CASTING EA 6 $600.00 0.00 0.00 0.00 $ - 127 RECONSTRUCT DRAINAGE STRUCTURE LF 6 $25.00 0.00 0.00 0.00 $ - 128 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 15 $89.00 0.00 0.00 0.00 $ - 129 COMPOST GRADE 2(LV) CY 15 $89.00 0.00 0.00 0.00 $ - 130 SODDING TYPE LAWN SY 30 $20.00 0.00 0.00 0.00 $ - 131 FERTILIZER TYPE 3 LB 10 $2.25 0.00 0.00 0.00 $ - 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date 132 TURF ESTABLISHMENT LS 1 $1,050.00 0.00 0.00 0.00 $ - 133 TRAFFIC CONTROL LS 1 $1,050.00 1.00 0.00 1.00 $ 1,050.00 TOTAL PART 7-MICRO SURFACING AREA STREET REPAIRS $ 13,855.46 PART 8-UTILITY PATCHING REPAIRS 134 MOBILIZATION LS 1 $6,000.00 1.00 0.00 1.00 $ 6,000.00 135 REMOVE CURB AND GUTTER LF 100 $14.00 0.00 0.00 0.00 $ - 136 REMOVE CONCRETE WALK AND DRIVEWAY SF 300 $4.25 0.00 0.00 0.00 $ - 137 REMOVE CONCRETE VALLEY GUTTER SF 100 $8.75 0.00 0.00 0.00 $ - 138 REMOVE BITUMINOUS PAVEMENT SY 300 $30.00 35.20 4.66 39.86 $ 1,195.80 139 SAW BITUMINOUS PAVEMENT LF 300 $4.50 321.80 44.00 365.80 $ 1,646.10 140 COMMON EXCAVATION CY 35 $53.00 17.25 5.50 22.75 $ 1,205.75 141 SUBGRADE PREPERATION SY 300 $25.00 160.25 27.00 187.25 $ 4,681.25 AGGREGATE BASE CLASS 5 FOR TRAIL,WALKS AND 142 DRIVES TN 35 $25.00 0.00 0.00 0.00 $ - 143 BITUMINOUS MATERIAL FOR TACK COAT GL 75 $3.00 28.00 22.00 50.00 $ 150.00 144 TYPE SPWEA330B WEAR FOR PATCHING TN 180 $115.00 49.93 22.50 72.43 $ 8,329.45 145 5"CONCRETTE SIDEWALK OR DRIVEWAY SF 300 $12.95 0.00 0.00 0.00 $ - 146 CONCRETE CURB AND GUTTER,DESIGN B618 LF 50 $52.00 0.00 0.00 0.00 $ - 147 CONCRETE CURB AND GUTTER,DESIGN D412 LF 50 $44.00 0.00 12.00 12.00 $ 528.00 148 7"CONCRETE VALLEY GUTTER SY 10 $165.00 0.00 0.00 0.00 $ - 149 SALVAGE AND INSTALL CASTING EA 6 $650.00 1.85 0.00 1.85 $ 1,202.50 150 RECONSTRUCT DRAINAGE STRUCTURE LF 6 $25.00 0.00 0.00 0.00 $ - 151 TRAFFIC CONTROL LS 1 $2,500.00 1.00 0.00 1.00 $ 2,500.00 TOTAL PART 8-UTILITY PATHCING REPAIRS $ 27,438.85 PART 9-FIRE STATION#3 DRIVEWAY REPAIR 152 MOBILIZATION LS 1 $5,000.00 1.00 0.00 1.00 $ 5,000.00 153 REMOVE BITUMINOUS PAVEMENT SY 89 $25.00 88.00 1.00 89.00 $ 2,225.00 154 COMMON EXCAVATION CY 20 $80.00 29.40 12.60 42.00 $ 3,360.00 AGGREGATE BASE CLASS 5 FOR TRAIL,WALKS AND 155 DRIVES TN 45 $20.00 58.66 0.00 58.66 $ 1,173.20 156 BITUMINOUS MATERIAL FOR TACK COAT GL 5 $3.00 2.50 7.50 10.00 $ 30.00 157 TYPE SPWEA330C 2"NON WEAR TN 11 $270.00 14.12 0.00 14.12 $ 3,812.40 158 TYPE SPWEA330C 2"WEAR TN 11 $270.00 14.12 0.00 14.12 $ 3,812.40 159 TRAFFIC CONTROL LS 1 $1,500.00 1.00 0.00 1.00 $ 1,500.00 TOTAL PART 9-FIRE STATION#3 DRIVEWAY REPAIR $ 20,913.00 PART 10-GALAXIE AVE AND FOUNDERS LN ADA IMPROVEMENTS 2021-105 Request for Payment 4 and Final.xls Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price Quantity Quantity To Date To Date 2021.501 MOBILIZATION LS 1 $3,200.00 1.00 0.00 1.00 $ 3,200.00 2104.518 REMOVE CONCRETE WALK SF 752 $9.50 712.00 0.00 712.00 $ 6,764.00 2521.618 CONCRETE WALK SF 752 $12.95 712.00 0.00 712.00 $ 9,220.40 2563.601 TRAFFIC CONTROL LS 1 $3,500.00 1.00 0.00 1.00 $ 3,500.00 2565.616 REVISE SIGNAL SYSTEM A SY1 1 $36,980.00 1.00 0.00 1.00 $ 36,980.00 TOTAL PART 10-GALAXIE AVE AND FOUNDERS LN ADA IMPROVEMENTS $59,664.40 TOTAL PART 1-134th ST W&HUGHES CT M&O $135,716.30 TOTAL PART 2-GALAXIE PLACE STREET RECONSTRUCTION $84,998.15 TOTAL PART 3-FAWN RIDGE CT STREET RECONSTRUCTION $108,605.58 TOTAL PART 4-MCANDREWS ROAD TRAIL RESURFACING $93,028.84 TOTAL PART 5-REFLECTION ROAD TRAIL RECONSTRUCTION $40,565.90 TOTAL PART 6-RING ROUTE REPAIRS $41,388.40 TOTAL PART 7-MICRO SURFACING AREA STREET REPAIRS $13,855.46 TOTAL PART 8-UTILITY PATCHING REPAIRS $27,438.85 TOTAL PART 9-FIRE STATION#3 DRIVEWAY REPAIR $20,913.00 TOTAL PART 10-GALAXIE AVE AND FOUNDERS LN ADA IMPROVEMENT $59,664.40 CHANGE ORDER 1 1 MILL BITUMINOUS SURFACE(2") SY 2000 $4.79 0.00 2000.00 2000.00 $9,580.00 2 TYPE SPWEA330C WEAR 2"THICK OVERLAY TN 220 $71.00 0.00 220.00 220.00 $15,620.00 TOTAL CHANGE ORDER $25,200.00 TOTAL BASE BID: $626,174.88 CHANGE ORDER: $25,200.00 TOTAL $651,374.88 2021-105 Request for Payment 4 and Final.xls PROJECT PAYMENT STATUS # OWNER CITY OF APPLE VALLEY Project File No. 2021-105 CONTRACTOR McNamara Contracting, Inc. CHANGE ORDERS No. Date Description Amount 1 7/22/2021 2" Mill &Overlay for 134th Street $25,200.00 Total Change Orders $25,200.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 06/01/2021 06/30/21 $260,030.10 $13,685.80 $273,715.90 2 07/01/2021 07/31/21 $218,556.44 $25,188.77 $503,775.31 3 07/01/2021 07/31/21 $67,384.69 $28,735.33 $574,706.56 4& Final 10/01/2021 11/30/21 $105,403.65 $651,374.88 Material on Hand Total Payment to Date $651,374.88 Original Contract $714,391.55 Retainage Pay No. 4& Final Change Orders $25,200.00 Total Amount Earned $651,374.88 Revised Contract $739,591.55 2021-105 Request for Payment 4 and Final.xls • ITEM: 4.M. ..... Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Consent Agenda Description: Adopt Resolution Amending 2022 Pay and Benefit Plan Staff Contact: Department/ Division: Melissa Haas, Human Resources Manager Human Resources Division ACTION REQUESTED: Adopt resolution amending the 2022 Pay and Benefit Plan. SUMMARY: Staff recommends amending the 2022 Pay and Benefit Plan to temporarily increase the pay rates of certain positions in aquatics for the 2022 season in order to enhance recruitment and retention to provide safe aquatics recreation and education services to the community. BACKGROUND: Local and area residents and visitors have long relied on Apple Valley aquatics facilities for safe, fun, and affordable recreation and education opportunities for all ages. It takes a great many seasonal staff hours to manage and run these operations safely and effectively. Positions such as Lifeguards and Water Safety Instructors require special certifications and are essential to ensuring the health and safety of pool patrons. During the ongoing COVID-19 pandemic, the City continues to experience unprecedented recruitment challenges for these positions. Contributing factors are the public health emergency, cost and availability for prospective employees to receive the necessary certifications, and competition with other area employers paying higher wages. In recognition of the unique recruitment and retention challenges posed by the COVID-19 pandemic and the City's desire to meet staffing needs to safely operate City pools, staff recommends a temporary incentive of $0.75 per hour for the following aquatics positions during the 2022 season: Facility Attendant, Lifeguard I, Lifeguard II, Head Guard, and Water Safety Instructor. BUDGET IMPACT: $17,700. ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2022- A RESOLUTION AMENDING THE 2022 PAY AND BENEFIT PLAN WHEREAS, the City Council of Apple Valley adopted Resolution No. 2021-216 approving the 2022 Pay and Benefit Plan; and WHEREAS, the city desires to amend the 2022 Pay and Benefit Plan to implement certain changes within the Parks and Recreation Department in order to enhance recruitment and retention to provide safe aquatics recreation and education services to the community. NOW,THEREFORE,BE IT RESOLVED,by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the 2022 Pay and Benefit Plan is hereby amended as follows: 1. That, the pay for the following seasonal aquatics positions is temporarily adjusted by $0.75 per hour, for the 2022 aquatics season: Facility Attendant, Lifeguard I, Lifeguard II, Head Guard, and Water Safety Instructor. 2. That, staff is directed to amend the 2022 Pay and Benefit Plan document to reflect the changes approved herein. BE IT FURTHER RESOLVED,that all other items in the 2022 Pay and Benefit Plan remain unchanged. ADOPTED this 27th day of January,2022. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk • ITEM: 4.N. ..... Apple COUNCIL MEETING DATE: January 27, 2022 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 27,2022 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) Casual, Jennifer Driscoll Hire Clerical Assistant Variable Hour 5305 $ 15.50 Hourly C-10 1/26/2022 Facility Attendant-Warming Casual, Tim Kapala Rehire House Seasonal 1800 $ 12.15 Hourly C-01 1/10/2022 Facility Attendant-Warming Casual, John Mead Rehire House Seasonal 1800 $ 12.75 Hourly C-01 1/10/2022 Facility Attendant-Warming Casual, Sam Weinhaus Hire House Seasonal 1800 $ 11.25 Hourly C-01 1/22/2022 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: 4.0. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 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, 2022, and January 12, 2022, in the amounts of $1,035,331.69, and $2,644,455.62, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 L. 0101 CITY OFAPPL. .EY 1/5/202a ,9:11 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25588 1/7/2022 145130 1 CLEAN CONSCIENCE 1,430.00 EDUBLDG-CLEANING DEC 409697 12DEC21 2092.6240 CLEANING SERVICE/GARBAGE EDUCATION BUILDING FUND 1,430.00 25589 1/7/2022 100101 ACE HARDWARE .69- DISCOUNT 409725 101310938371 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 6.99 TRUFUEL(KARNICK) 409725 101310938371 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS .89- DISCOUNT 409726 101310938531 1320.6333 GENERAL-CASH DISCOUNTS FIRE PREVENTION 8.98 LOCK DE-ICER 409726 101310938531 1320.6229 GENERAL SUPPLIES FIRE PREVENTION 2.99- DISCOUNT 409727 101310938891 1330,6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 29.98 TRUFUEL 409727 101310938891 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS 1.99- DISCOUNT 410060 101350938981 5505.6333 GENERAL-CASH DISCOUNTS STORM DRAIN MNTC/RPR/SUMPS 19.99 WATER QUALITY CABLE TIES 410060 101350938981 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 1.49- DISCOUNT 410061 101360939081 1700.6333 GENERAL-CASH DISCOUNTS PARK&RECREATION MANAGEMENT 14.98 REC HANG STRIPS 410061 101360939081 1700.6229 GENERAL SUPPLIES PARK&RECREATION MANAGEMENT 72.87 25590 1/7/2022 100389 ALPHAGRAPHICS 59.28 BUSINESS CARDS-CORY BREITUNG 409651 117739 5365.6239 PRINTING SEWER MGMT/REPORTS/DATA ENTRY 59.28 25591 1/7/2022 100609 ASPEN EQUIPMENT CO 8.88 PLOW CONTROLLER BRACKETS#420 410055 10234374 5345,6215 EQUIPMENT-PARTS WATER EQUIP/VEHICLE/MISC MNTC 8.88 25592 1/712022 100709 BATTERIES PLUS BULBS 28.97 BATTERIES(3)24 PACKS 409658 P47314594 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 28.97 25593 1/7/2022 123153 BESSE,DARRIN 55.16 REIMBURSE UNIFORM ALTERATION 409561 20211209 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 55.16 25594 1/712022 151643 BKJ LAND COMPANY 5,000.00 TREE/STUMP REMOVALS UTIL RPRS 409734 21115 5505.6810 2021102D CONSTRUCTION IN PROGRESS STORM DRAIN MNTC/RPR/SUMPS 5,000.00 25595 1/7/2022 142897 BOLTON&MENK,INC. 565.00 PRELIMINARY SURVEY 409748 279345 2027.6235 2022105G CONSULTANT SERVICES ROAD ESCROW 477.50 PRELIMINARY SURVEY 409739 279347 4422.6235 2021154G CONSULTANT SERVICES '21 FACILITIES CIP 69.00 DEVELOPMENT REVIEW 409707 279348 4502.6235 2021147G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25595 1/7/2022 142897 BOLTON&MENK,INC. Continued... 9,886.00 PRELIMINARY SURVEY 409737 279349 4502.6235 2021155G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 888.50 CONSTRUCTION STAKING 409749 279350 5505.6235 2020106D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 5,519.50 PRELIMINARY SURVEY 409738 279351 4422.6235 2021170G CONSULTANT SERVICES '21 FACILITIES CIP 305.00 CAD TRAINING 409710 279352 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 15,487.00 PRELIMINARY SURVEY 409736 279353 2027.6235 2022107G CONSULTANT SERVICES ROAD ESCROW 132.50 PRELIMINARY SURVEY 409711 279354 4422.6235 2021171G CONSULTANT SERVICES '21 FACILITIES CIP 11,808.00 CONSTRUCTION ADMIN 409750 279355 4502.6235 2021109R CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 10,612.00 CONSTRUCTION ADMIN 409743 281051 4502.6235 2020134G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 276.00 RECORD PLANS GIS 409712 281061 2027.6235 2021101R CONSULTANT SERVICES ROAD ESCROW 14,972.50 DESIGN 409744 281062 2027.6235 2022101G CONSULTANT SERVICES ROAD ESCROW 599.00 PRELIMINARY SURVEY 409746 281063 2027.6235 2022105G CONSULTANT SERVICES ROAD ESCROW 863.50 DEVELOPMENT REVIEW 409756 281064 4502.6235 2022115G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 138.00 DESIGN 409713 281066 4502.6235 2021119G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 20,632.00 PRELIMINARY SURVEY 409745 281069 4422.6235 2021154G CONSULTANT SERVICES '21 FACILITIES CIP 5,755.00 DESIGN 409770 281074 4502.6235 2021155G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 2,193.00 CONSTRUCTION STAKING 409773 281075 5505.6235 2020106D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 3,316.00 PRELIMINARY SURVEY 409774 281077 4422.6235 2021170G CONSULTANT SERVICES '21 FACILITIES CIP 276.00 CAD TRAINING 409717 281078 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 4,203.50 PRELIMINARY SURVEY 409775 281079 2027.6235 2022107G CONSULTANT SERVICES ROAD ESCROW 2,504.00 PRELIMINARY SURVEY 409776 281080 4422.6235 2021171G CONSULTANT SERVICES '21 FACILITIES CIP 7,620.50 CONSTRUCTION ADMIN 409777 281081 4502.6235 2021109R CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,380.00 CONSTRUCTION ADMIN 409778 281083 4502.6235 2021143G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 120,479.00 25596 1/7/2022 141474 COLE PAPERS INC. 299.04 PAPER TOWELS,TP,COFFEE CUPS 409212 10079348 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 279.96 PAPER TOWELS/ORGANIC COFFEE CU 409635 10083205 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 540.54 TP./PAPER TOWEL CMF 409641 10084065 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 400,73- RETURNED WRONG BAGS 408372 18811 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 718,81 25597 1/7/2022 101431 COMMUNITY HEALTH CHARITIES 111.00 CHARITABLE GIVING 409040 1221211002208 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 111.00 25598 1/7/2022 148717 COVERT TRACK GROUP INC 600.00 COVERT TRACKER DUES 409644 47391 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 600.00 25599 117/207' 100116 CUSHMAN MOTOR CO INC R55CKR2 Li.....0101 CITY OF APPLL .LEY 1/5/2022 49:11 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25599 1/7/2022 100116 CUSHMAN MOTOR CO INC Continued... 758.67 209 BRAKE PARTS 409763 204727 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 254,55 REPAIR PARTS-#210,FAN 410051 204737 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 1.013.22 25600 1/7/2022 100128 DAKOTA ELECTRIC ASSOCIATION 5,054.76 LIGHT RPR 152ND/GARRETT#112458 409696 200002442135NOV 7205.6399 OTHER CHARGES INSURANCE CLAIMS 21 5,054.76 25601 1/7/2022 100141 DICKS VALLEY SERVICE 85.00 TOWING#347 410053 2128529 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 85.00 25602 1/7/2022 101365 ECM PUBLISHERS INC 140.25 PH-13009 DIAMOND PATH 409693 868356 4502.6239 2021183G PRINTING IMPROVEMENTS-ASSESSED 140.25 25603 1/712022 102414 EMERGENCY MEDICAL PRODUCTS INC 272.00 (1)MEDICAL BAG 409623 2305077 1330.6211 SMALL TOOLS&EQUIPMENT FIRE OPERATIONS 272.00 25604 1/7/2022 100157 FACTORY MOTOR PARTS CO 51.56 HYDRAULIC FITTINGS 409780 17303324 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 92.32 HYDRAULIC FITTINGS 409788 17303390 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 143.88 25605 1/712022 134308 FAIRCHILD EQUIPMENT 630 19 UNIT 251 LIFT ARM PINS 409647 K91554 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 630.19 25606 1/7/2022 153900 GOLD MEDAL MINNEAPOLIS 289.65 FOOD FOR RESALE 409666 29906 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 289.65 25607 1/7/2022 100491 GREATER TWIN CITIES UNITED WAY 10.00 CHARITABLE GIVING 409036 1221211002204 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 10.00 25608 1/7/2022 136639 IMPACT PROVEN SOLUTIONS 595.21 UB PRINT/MAIL BILLS DEC 410048 156535 5365.6249 OTHER CONTRACTUAL SERVICES SEWER MGMT/REPORTS/DATA ENTRY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25608 1/7/2022 136639 IMPACT PROVEN SOLUTIONS Continued... 595.22 UB PRINT/MAIL BILLS DEC 410048 156535 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 1,087.07 UB POSTAGE DEC 410048 156535 5365.6238 POSTAGE/UPS/FEDEX SEWER MGMT/REPORTS/DATA ENTRY 1,087.07 UB POSTAGE DEC 410048 156535 5305.6238 POSTAGE/UPS/FEDEX WATER MGMT/REPORT/DATA ENTRY 3,364.57 25609 1/7/2022 103314 INNOVATIVE OFFICE SOLUTIONS 72.67 CLEANING SUPPLIES 409709 IN3598709 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 13.72 HIGHLIGHTERS FOR SUPPLY ROOM 410052 IN3602248 1035.6210 OFFICE SUPPLIES FINANCE 86.39 25610 1/7/2022 156007 MACQUEEN EMERGENCY 182.06 APPARATUS PARTS-SWITCHES 409624 P06178 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 182.06 25611 1/7/2022 100299 MASTER ELECTRIC CO 234,67 REDWOOD LIGHT REPAIR 410050 SD38121 1730.6266 REPAIRS-BUILDING PARK BUILDING MAINTENANCE 234.67 25612 1/7/2022 138249 MINNESOTA ENVIRONMENTAL FUND 10.00 CHARITABLE GIVING 409029 12212110022012 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 10.00 25613 1/7/2022 100573 MN CHIEFS OF POLICE ASSN 446.00 MCPA DUES CHIEF RECHTZIGEL 409582 12642 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 446.00 25614 1/7/2022 100348 MTI DISTRIBUTING CO 72.29 MOWER PARTS-FILTER 409701 133142501 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 72.29 MOWER PARTS-FILTER 409702 133167701 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 144.58 25615 1/712022 152003 MUELLER CO,LLC 106,990.00 MI-NODES FOR METER PROJECT 390435 4105205 5310.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER METER RPR/REPLACE/READNC 9,548.50 MWT METER INSTALLATION 390766 4175103 5300.2211 ACCOUNTS PAYABLE MANUAL WATER&SEWER FUND BAL SHEET 17,998.50 MWT METER INSTALLATION 390767 4183779 5300.2211 ACCOUNTS PAYABLE MANUAL WATER&SEWER FUND BAL SHEET 5,830,50 MWT METER INSTALLATION 390440 4199213 5310.6735 2016101 W CAPITAL OUTLAY-OTHER IMPROVEME WATER METER RPR/REPLACE/READNC 22,275.00 WATER SMART LEAK ALERT CHANGE 390441 4200849 5310.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER METER RPR/REPLACE/READNC 1,778.00 MUELLER PROJECT MGMT FEE 390433 4200850 5310.6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 1,778.00 MUELLER PROJECT MGMT FEE 390434 4207355 5310.6249 2016101 W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 230,445.25- MUELLER OVERSTOCK CREDIT 390367 4211941 -310.6735 2016101 W CAPITAL OUTLAY-OTHER IMPROVEME WATER METER RPR'' -4ACE/READNC R55CKR2 LL_.. 101 CITY OFAPPLL .LEY 1/5/2022 .9:11 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25615 1/7/2022 152003 MUELLER CO,LLC Continued... 1,778.00 MUELLER PROJECT MGMT FEE 390432 4218306 5310.6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 391,04 NICOR CONNECTORS,IRRIGATION 390368 4226314 5310,6229 2016101W GENERAL SUPPLIES WATER METER RPRIREPLACE/READNC 1,778.00 MUELLER PROJECT MGMT FEE 390431 4226719 5310,6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 4,166.96 MUELLER METERS FOR REPLACEMENT 391105 4228738 5300.2211 ACCOUNTS PAYABLE MANUAL WATER&SEWER FUND BAL SHEET 6,609.60 REPLACEMENT METERS FOR OMNI'S 390442 4234567 5310.6545 NON-TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 1,778,00 MUELLER PROJECT MGMT FEE 390429 4238288 5310.6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 1,785.00 MUELLER PROJECT MGMT FEE 390430 4247121 5310.6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 800.00 1"SSM METERS(5) FORSALE 390117 4252048 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 5,655.46 REPLACEMENT METERS FOR OMNI'S 390757 65104205 5300.2211 ACCOUNTS PAYABLE MANUAL WATER&SEWER FUND BAL SHEET 3,750.00 MI-HOST 390436 65106984A 5310.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER METER RPR/REPLACE/READNC 1,521.66 REPLACEMENT PARTS&MI-NODES 390758 65107696 5300.2211 ACCOUNTS PAYABLE MANUAL WATER&SEWER FUND BAL SHEET 2,022,67 1"MUELLER SSM METERS,REPAIR 390419 65110970 5310.6545 NON-TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 32,000.00 WATER SMART RENEWAL 390115 65133650 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 4,950.00 WATER METERS FORSALE 399024 65222637 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 2,700.00 MI-NODES FOR METERS 398195 65230411 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 3,220.50 MUELLER 2"SSM NICOR METER 398197 65239834 5310.6545 NON-TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 1,489.51 MI-NODES FOR 1.5 IN&2,0 401234 65261382 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 4,169.79 1.5"MUELLER SSM METERS 404105 65311659 5310.6545 NON-TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 4,169.79 1.5"MUELLER SSM METERS 404105 65311659 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 300.00- UTIL DISCOUNT 409652 65376874 5305.6333 GENERAL-CASH DISCOUNTS WATER MGMT/REPORT/DATA ENTRY 15,000,00 MUELLER METER HOSTING FEE 409652 65376874 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 9,960,00 CM#4014693 TAKEN TWICE 390095 RB4014693 5305.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 10,020.00- CREDIT FOR INV#3854467 PAID 390044 RB80350147 5305.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 21,364.98- CREDIT FOR INV#4180619 PAID 390045 RB80350148 5305.6735 2016101W CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 13,764.25 25616 1/7/2022 121947 NELSON,MATTHEW D 357,00 FDIC-NELSON-INDIANAPOLIS IN 409685 20211221 1310.6278 SUBSISTENCE ALLOWANCE FIRE TRAINING 357.00 25617 117/2022 111219 NORTHERN SAFETY TECHNOLOGY INC 210.99 RADIO INSTALL CHIEF CAR 409634 53365 7400.1750.048 TRANSPOR EQUIPMNT-4 YRS VERF-POLICE BAL SHEET 210,99 25618 1/7/2022 118834 OPEN YOUR HEARTS 41.00 CHARITABLE GIVING 409027 12212110022010 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 41.00 25619 1/7/2022 145492 PNC EQUIPMENT FINANCE,LLC 534.65 GOLF CARTS LEASE INTEREST 409663 1322672 5105.7015 DEBT SERVICE-INTEREST GOLF MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25619 1/7/2022 145492 PNC EQUIPMENT FINANCE,LLC Continued... 4,360.35 GOLF CARTS LEASE PRINC PYMT 409663 1322672 5100.2715 CAPITAL LEASE-NONCURRENT GOLF FUND BALANCE SHEET 33.56 LEASE PYMT INT-RANGE PICKER 409637 1322673 5105.7015 DEBT SERVICE-INTEREST GOLF MANAGEMENT 340.50 LEASE PYMT PRINC-RANGE PICKER 409637 1322673 5100.2715 CAPITAL LEASE-NONCURRENT GOLF FUND BALANCE SHEET 5,269.06 25620 1/7/2022 150718 PRO-TEC DESIGN,INC 102.00 HAYES CAMERA REPAIR 409715 103632 5265.6265 REPAIRS-EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 102.00 25621 1/7/2022 100393 PUMP AND METER SERVICE INC 191.00 UNLEADED TANK FLOAT REPAIR 409578 508782 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 191.00 25622 1/7/2022 145515 SCHUFT,STEVE 8,96 DEC MILEAGE-SCHUFT 410042 20211223 5025.6277 MILEAGE/AUTO ALLOWANCE LIQUOR#1 OPERATIONS 424.17 LIQ1 FRIDGE,TABLE,COAT HOOKS 410042 20211223 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 433,13 25623 1/7/2022 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN 940.25 LIQ#2 00050756 409960 2157890 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 287,95 LIQ#1 00050756 409935 2157891 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 58.50 LIQ#2 00050756 409961 2157892 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,066.00 WINE#2 00050756 410005 2157893 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 122.00 WINE#2 00050756 410006 2157894 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 332.90 LIO#1 00050756 409938 2158568 5015,6510 LIQUOR LIQUOR#1 STOCK PURCHASES 45.00 TAX#1 00050756 409939 2158569 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,749.00 WINE#1 00050756 409990 2158570 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8,254.01 LIQ#1 00050756 409940 2158571 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,040.00 WINE#1 00050756 409991 2158572 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 287.95 LIQ#1 00050756 409941 2158573 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 101.12 LIQ#1 00050756 409942 2158574 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 666.30 LIQ#1 00050756 409943 2158575 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 96.00 WINE#1 00050756 409992 2158577 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 888.00 WINE#3 00050756 410012 2158595 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4,207.50 WINE#3 00050756 410013 2158596 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,851.87 LIQ#3 00050756 409971 2158597 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 287.95 LIQ#3 00050756 409972 2158599 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 616.63 LIQ#3 00050756 409973 2158601 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,188.93 LIQ#1 00050756 409945 2160545 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,008.00 LIQ#1 00050756 409946 2160546 115.6510 LIQUOR LIQUOR#1 STOCK F '-IASES R55CKR2 LL .0101 CITY OFAPPL. LEY 1/5/2022 ,9:11 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25623 1/712022 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN Continued... 1,981.00 WINE#1 00050756 409994 2160547 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 141.00- CMWINE#1 00050756 409995 2160547 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8,160.75 LIQ#1 00050756 409947 2160548 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,614,58 LIQ#1 00050756 409948 2160549 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 71,00 TAX#1 00050756 409949 2160550 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,652.00 WINE#1 00050756 409996 2160551 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 288.00- CMWINE#1 00050756 409997 2160551 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 293.00 LIQ#2 00050756 409962 2160552 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,775.80 LIQ#2 00050756 409963 2160553 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 722.77 LIQ#2 00050756 409964 2160554 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 153.00 LIQ#3 00050756 409975 2160589 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,036.00 LIQ#3 00050756 409976 2160590 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 903.75 LIQ#3 00050756 409977 2160591 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 108.00 WINE#3 00050756 410015 2160592 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5,269.29 LIQ#3 00050756 409978 2160593 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,040.00 WINE#3 00050756 410016 2160594 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,993.00 WINE#3 00050756 410017 2160595 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 208.00 WINE#3 00050756 410018 2160596 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 26.00 TAX#3 00050756 409979 2160597 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 80.00 WINE#3 00050756 410019 2160598 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4,284.09 LIQ#1 00050756 409950 2162866 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 823.20- CMLIQ#1 00050756 409951 2162866 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 477,99 LIQ#1 00050756 409952 2162869 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 125.99- CMLIQ#1 00050756 409953 2162869 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,098.50 LIQ#1 00050756 409954 2162870 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,274.50 WINE#1 00050756 409998 2162871 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 268.00- CMWINE#1 00050756 409999 2162871 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6,412.00 WINE#1 00050756 410000 2162872 5015,6520 WINE LIQUOR#1 STOCK PURCHASES 256.00- CMWINE#1 00050756 410001 2162872 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 104.00 TAX#1 00050756 409955 2162873 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 520,00 WINE#1 00050756 410002 2162874 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 289.00 LIQ#2 00050756 409966 2162878 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 200,00 WINE#2 00050756 410007 2162879 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 452.00 LIQ#2 00050756 409967 2162880 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 144.00 WINE#2 00050756 410008 2162881 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 80.00 WINE#2 00050756 410009 2162882 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 164.00 WINE#2 00050756 410010 2162883 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 328.99 LIQ#3 00050756 409980 2162895 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 352.00 LIQ#3 00050756 409981 2162896 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- a• Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25623 117/2022 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN Continued... 267.75 LIQ#3 00050756 409982 2162897 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 4,024.24 LIQ#3 00050756 409983 2162898 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 267.65- CMLIQ#3 00050756 409984 2162898 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 568.00 WINE#3 00050756 410020 2162899 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,231.62 LIQ#3 00050756 409985 2162900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 848.00 WINE#3 00050756 410021 2162901 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,806.00 WINE#3 00050756 410022 2162902 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 36.00- CMWINE#3 00050756 410023 2162902 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.67- CMWINE#1 00050756 409987 9332724 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 40.00- CMLIQ#1 00050756 409933 9332928 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 20.00- CMLIQ#3 00050756 409969 9332931 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 32.90- CMWINE#1 00050756 409989 9334603 5015.6520 WINE LIQUOR#1 STOCK PURCHASES • 16.45- CMWINE#2 00050756 410003 9334604 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 68.15- CMWINE#3 00050756 410011 9334608 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 222.00- CMLIQ#1 00050756 409934 9334660 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 39.00- CMLIQ#2 00050756 409959 9334661 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 183.00- CMLIQ#3 00050756 409970 9334670 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 78.00- CMWINE#1 00050756 409993 9336309 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 915.49- CMLIQ#1 00050756 409944 9336310 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 104,00- CMWINE#1 00050756 409988 9336311 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 80.00- CMWINE#2 00050756 410004 9336312 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 53.00- CMWINE#3 00050756 410014 9336326 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 254.75- CMLIQ#3 00050756 409974 9336327 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 81.75- CMLIQ#1 00050756 409936 9336522 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 98.91- CMLIQ#1 00050756 409937 9336524 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 198.00- CMLIQ#2 00050756 409965 9340123 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 125,50- CMLIQ#1 00050756 409956 9341281 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 48.83- CMLIQ#1 00050756 409957 9341282 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,480.20- CMLIQ#1 00050756 409958 9341284 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 79.20- CMLIQ#2 00050756 409968 9341285 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 719.80- CMLIQ#3 00050756 409986 9341293 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 303.00- CMWINE#3 00050756 410024 9341294 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 73,652.04 25624 1/712022 101753 SYSCO MINNESOTA,INC 64.38- CREDIT FOOD 409682 347522243 5122.6420 GOLF-FOOD GOLF FOOD/BEVERAGE 41.68 KITCHEN SUPPLIES 409698 347552454 5122.6229 GENERAL SUPPLIES GOLF FOOD/BEVERAGE 67.95 KITCHEN SUPPLIES 409699 347575215 5122,6229 GENERAL SUPPLIES GOLF FOOD/BEVERAGE 45.25 R55CKR2 L. �101 CITY OFAPPL _EY 1/5/2022 .9:11 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25625 1/7/2022 141254 TARGETSOLUTIONS LEARNING Continued... 5,865.00 TARGET SOLUTIONS MEMBERSHIP 409628 INV38402 1310.6249 OTHER CONTRACTUAL SERVICES FIRE TRAINING 5,865.00 25626 117/2022 100469 TIERNEY 3,084.10 AFS1 TECH.EQUIP.UPGRADES 409650 5876051 1310.6211 SMALL TOOLS&EQUIPMENT FIRE TRAINING 3,084.10 25627 1/7/2022 100471 TOLL GAS&WELDING SUPPLY 48.60 TORCH TIP 409714 10439068 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MNTC 48,60 25628 1/7/2022 100481 TRI-STATE BOBCAT INC 220.76 HYDRAULIC HOSE ASSEMBLY#347 410056 P67980 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 296.06 HYDRAULIC HOSE ASSEMBLY#346 410057 P67981 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 516.82 25629 1/712022 120784 ULINE 1,036.94 NITRILE GLOVES(50 BX) 409664 138468458 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 15.40- POL SALES TAX ADJUST 409573 141841531 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 15.40 POL SALES TAX ADJUST 409573 141841531 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 231,61 BANDAIDS FOR EVIDENCE ROOM 409573 141841531 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 1.268.55 25630 117/2022 100496 VAN PAPER CO 167.44 BAGS#2 00008795 410025 59831800 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 1.67- DISCT#2 00008795 410026 59831800 5065.6333 GENERAL-CASH DISCOUNTS LIQUOR#2 OPERATIONS 165.77 25631 1/7/2022 100081 WASTE MANAGEMENT-BURNSVILLE LANDFILL 351.67 PARK TRASH 409720 3543702918 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 351.67 311293 115/2022 100089 ADVANCE AUTO PARTS • 23.07 346&347 HEADLIGHTS 409767 1594396946 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 2.32 LIFT 1 GENERATOR 409728 1594396961 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 25.39 311294 1/5/2022 153995 AMAZON CAPITAL SERVICES 286.65 WINTER GEAR MFF 409569 11NTKKWXJPNT 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 42.56 BATTERY FOR BOOKING ROOM COMPU 409567 13QQXDK9WVV3 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311294 115/2022 153995 AMAZON CAPITAL SERVICES Continued... 279.90 WINTER GEAR MFF 409568 1797RKFXNJG6 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 74.37 WIRE CONNECTORS FOR METERS 409729 1F4DNQGHJM79 5310.6229 2016101W GENERAL SUPPLIES WATER METER RPR/REPLACE/READNC 412_90 WINTER GEAR MFF 409643 1HK31YDNWD1C 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 398.00 MID WINTER FEST FIRE PITS 409718 1PMC3M7MPXTG 1755.6229 GENERAL SUPPLIES PARK MNTC REC PROGRAM SUPPORT 75.72 BOOTS(ELVIN) 409657 1QFH463WHWGK 1320.6281 UNIFORM/CLOTHING ALLOWANCE FIRE PREVENTION 54.28 TAPE 409690 1TFHCLDJMR31 5105.6229 GENERAL SUPPLIES GOLF MANAGEMENT 29.98 LEAK DETECTION DYE 409705 1XG4FQHJ4Y1 5155.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 14.99- ITEM RETURN. 409668 1YTQNTRKVVVF 1940.6210 OFFICE SUPPLIES AQUATIC SWIM CENTER 1,639,37 311295 1/5/2022 154253 APPLE FORD LINCOLN 546.70 DEF TANK&NOX MODULE#340 409639 550692 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE • 250.16 REAR CAMERA#901 409577 550841 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 181.50 NOX SENSOR#340 409779 550956 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 234.30- RETURNED WRONG PART#340 409789 CM550692 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 744.06 311296 1/5/2022 156954 APPLIED ECOLOGICAL SERVICES 1,451.50 BMP MAINTENANCE 409659 8514 5505.6249 2020145D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 1,451.50 311297 1/5/2022 156167 ARAMARK 24.39 WALL MOUNTED FIRST AID KITS 409579 250000039255 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 49.16 WALL MOUNTED FIRST AID KITS 409579 250000039255 1600.6229 GENERAL SUPPLIES STREET MANAGEMENT 73.91 WALL MOUNTED FIRST AID KITS 409579 250000039255 1710.6229 GENERAL SUPPLIES PARK MAINTENANCE MANAGEMENT 24.39 WALL MOUNTED FIRST AID KITS 409579 250000039255 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 24.39 WALL MOUNTED FIRST AID KITS 409579 250000039255 5365.6229 GENERAL SUPPLIES SEWER MGMT/REPORTS/DATA ENTRY 24.39 WALL MOUNTED FIRST AID KITS 409579 250000039255 5305.6229 GENERAL SUPPLIES WATER MGMT/REPORT/DATA ENTRY 220.63 311298 1/5/2022 100747 ARAMARK UNIFORM SERVICES INC 21.76 Shop Coveralls 409575 629000208053 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 28,54 PK Coveralls 409575 629000208053 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 55.71 STR Coveralls 409575 629000208053 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 21.76 Shop Coveralls 409781 629000210501 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 28.54 PK Coveralls 409781 629000210501 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 55.71 STR Coveralls 409781 629000210501 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 212.02 311299 1/5/207" 114527 AWWA R55CKR2 L 101 CITY OF APPLE _EY 1/5/2022 .9:11 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311299 1/5/2022 114527 AWWA Continued... 110.50 AWWA MEMBERSHIP-BREITUNG 409733 7001987406 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 110.50 AWWA MEMBERSHIP-DINGMAN 409630 7001987407 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORTIDATA ENTRY 221.00 311300 1/5/2022 149274 B&H PHOTO-VIDEO 147.54 C-STAND&ACCESSORIES 409722 197479916 2012.6229 GENERAL SUPPLIES CABLE TV JOINT POWERS 147.54 311301 1/5/2022 156977 BERNIER,BILL 128.99 UB REFUND 14630 EMBRY PATH 409787 20220103D 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 128.99 311302 1/5/2022 110823 BLOOMINGTON,CITY OF 6,048.00 AMMONIA STUDY TESTING 409640 20115 5305.6249 2021122W OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 6,048.00 311303 1/512022 153405 BOGARTS ENTERTAINMENT CENTER 406.00 BOWL W/SANTA BOWLING FEES 409646 2291 1845.6399 OTHER CHARGES REC SELF SUPPORT PROG GENERAL 406.00 311304 115/2022 100072 BRAUN INTERTEC CORPORATION 1,494.00 CONSTRUCTION ADMIN 409753 B275087 4502.6235 2021109R CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 2,527.00 MATERIALS TESTING 409761 B275091 4502.6235 2021143G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 9,150,00 GEOTECHNICAL EVALUATION 409735 B275295 4422.6235 2021170G CONSULTANT SERVICES '21 FACILITIES CIP 1,183.25 MATERIALS TESTING 409747 B276456 5505.6235 2020106D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 3,150.00 MATERIALS TESTING 409752 B276751 2027.6235 2022106G CONSULTANT SERVICES ROAD ESCROW 2,806.75 MATERIALS TESTING 409760 B277105 2027.6235 2021101R CONSULTANT SERVICES ROAD ESCROW 1,439,00 MATERIALS TESTING 409759 B277133 4502.6235 2020134G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 980.50 MATERIALS TESTING 409755 B278971 4502.6235 2021109R CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 22,730.50 311305 1/512022 144930 CANON 49.94 COPIER LEASE 409721 27809866 2012.6310 RENTAL EXPENSE CABLE TV JOINT POWERS 42.68 COPIER LEASE 410045 27809867 1920.6310 RENTAL EXPENSE SENIOR CENTER 47.69 COPIER LEASE 410045 27809867 1400.6310 RENTAL EXPENSE INSPECTIONS MANAGEMENT 289.01 COPIER LEASE 410045 27809867 1700.6310 RENTAL EXPENSE PARK&RECREATION MANAGEMENT 399.60 COPIER LEASE 410045 27809867 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 730.68 COPIER LEASE 410045 27809867 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 30,09 COPIER LEASE 410045 27809867 5095.6310 RENTAL EXPENSE LIQUOR#3 OPERATIONS 30,09 COPIER LEASE 410045 27809867 5065.6310 RENTAL EXPENSE LIQUOR#2 OPERATIONS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311305 1/5/2022 144930 CANON Continued... 30.09 COPIER LEASE 410045 27809867 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 62.01 COPIER LEASE 410045 27809867 5105.6310 RENTAL EXPENSE GOLF MANAGEMENT 42.05 COPIER LEASE 410045 27809867 5210.6310 RENTAL EXPENSE ARENA 1 BUILDING MAINTENANCE 1,753.93 311306 1/5/2022 100878 CHARTER COMMUNICATIONS 8.42 CMF CABLE TV-DEC 409616 835230604010892 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS 8 GROUNDS MNTC 8DEC21 25.27 CABLE SERVICE-DEC 409617 835230604012757 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 1DEC21 89.85 SPECTRUM BILL TV-DEC 409684 835230604052429 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 8DEC21 123.54 311307 1/5/2022 100282 CINTAS CORPORATION 42.32 CMF MATS 409618 4105549644 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC .72- LIQ1 USE TAX 409571 4105549746 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET ,72 LIQ1 USE TAX 409571 4105549746 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 10.44 RUGS 409571 4105549746 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 17.00 TOWELS 409723 4105763204 5110.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 79.00 MATS 409723 4105763204 5110.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 131.36 LINENS 409723 4105763204 5122.6240 CLEANING SERVICE/GARBAGE REMOVGOLF FOOD/BEVERAGE 280.12 311308 1/5/2022 156964 CLAYTOR,GERI 72.00 TRIP CANCELLED 409673 34425327 1001.4360 REC-SENIOR PROGRAM REVENUE GENERAL FUND REVENUE 72.00 311309 115/2022 120022 COBBLESTONE LAKE MASTER ASSOCI 24,448.00 COBBLESTON.IRRIGATION WATER'21 409563 IRRIG2021 1720.6257 UTILITIES-PROPANE/WATER/SEWER PARK GROUNDS MAINTENANCE 24,448.00 311310 1/5/2022 101236 COLLINS ELECTRICAL CONSTRUCTION COMPANY 3,895,00 REVISE PED FLASHER SYSTEM 409762 213407601 2027.6235 2020104R CONSULTANT SERVICES ROAD ESCROW 3,895.00 311311 1/512022 100123 DAKOTA COUNTY FINANCIAL SERVIC 23.33 800 MHZ FEES(1)NOV 409562 42798 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 23.33 800 MHZ FEES(1)NOV 409562 42798 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 46.66 800 MHZ FEES(2)NOV 409562 42798 '530.6249 OTHER CONTRACTUAL SERVICES FLEET&BUILDINGS' - R55CKR2 L .101 CITY OFAPPL. ..EY 1/5/2022. .9:11 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311311 1/5/2022 100123 DAKOTA COUNTY FINANCIAL SERVIC Continued... 1,353.14 800 MHZ FEES(58)NOV 409562 42798 1330.6249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 1,983.05 800 MHZ FEES(85)NOV 409562 42798 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23.33 800 MHZ FEES(1)NOV 409562 42798 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 3,452,84 311312 1/512022 120609 DAUBANTON,BRUCE J 104.97 3 PR JEANS-B DAUBANTON 410044 20211210 1060.6281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG&GROUNDS MNTC 104.97 311313 1/5/2022 100137 DELEGARD TOOL CO 152.39 SOCKET SET&WRENCH 409580 1095381 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 152.39 311314 1/512022 100777 DEX MEDIA EAST LLC 26.50 WEST METRO AD-DEC 409790 110115110DEC21 5105.6239 PRINTING GOLF MANAGEMENT 26,50 311315 1/5/2022 100434 DOUGHERTY MOLENDA SOLFEST HILL 30,439.60 POL PROSECUTION SVC-JAN 409662 66112720122 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 15,701.00 GEN CIVIL LEGAL SVC-JAN 409661 66112730122 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 46,140.60 311316 1/5/2022 156960 DVORAK,JACKIE 21.41 REIMBURSEMENT MAILBOX DAMAGE 409572 20211217 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 21.41 311317 1/5/2022 155090 ECONOMIC DEVELOPMENT ASSOCIATION OF MN 495.00 EDAM DUES-SHARPE AND NORDQUIST 409627 202210549 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 495.00 311318 1/512022 101387 EGAN 11,184.82 REPLACE CEDAR AVE LIGHT CLAIM# 409645 JC10230150 7205.6399 OTHER CHARGES INSURANCE CLAIMS 7,704.09 CITY OWNED LIGHT REPAIRS 409772 JC10230329 5805.6249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 18,888.91 311319 1/5/2022 153625 EHLERS SERVICES PLOWING 850.00 GRAVE DIGGING DEC 16 409771 465454 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 850.00 311320 1/5/2022 156961 ENVIRONMENTAL WOOD SUPPLY LLC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311320 1/5/2022 156961 ENVIRONMENTAL WOOD SUPPLY LLC Continued... 1,500.00 STORM DEBRIS TUB GRINDING 409757 435 1610.6240 STORM921 CLEANING SERVICE/GARBAGE REMOVSTREET/BOULEVARD REPAIR&MNTC 1,500.00 311321 1/5/2022 152040 FIRE SERVICE MANAGEMENT 504.60 TURNOUT GEAR REPAIR CLEANING 409649 25011 1330.6265 REPAIRS-EQUIPMENT FIRE OPERATIONS 504.60 311322 1/5/2022 156870 GALLAGHER,MARTIN 102.00 WATER EXAM-GALLAGHER ST CLOUD 409687 20211221 5305.6278 SUBSISTENCE ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 102,00 311323 1/5/2022 150163 GALLS 15.50 HERBRANSON FLASHLIGHT HOLDER 409574 19967214 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 1,047,46 HERBRANSON VEST 409642 19985573 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 65.18 SHIRT FOR CHIRPICH 409570 20058118 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 18.62 SAHLOT UNIFORMS 410059 20086614 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 1,146.76 311324 1/5/2022 153226 HYVEE 118.00 CATERING EVENT 409691 202109140107 5122.6240 CLEANING SERVICE/GARBAGE REMOVGOLF FOOD/BEVERAGE 633.48 CATERING EVENT ROTARY 409741 202112010354 5122.6420 GOLF-FOOD GOLF FOOD/BEVERAGE 144.00 CATERING EVENT ROTARY 409692 202112010401 5122.6420 GOLF-FOOD GOLF FOOD/BEVERAGE 895.48 311325 1/5/2022 116232 ICMA MEMBERSHIP RENEWALS 1,282.00 ICMA MEMBERSHIP-LAWELL 410043 20211229 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 1,282.00 311326 115/2022 144639 IRRIGATION DOCTOR 212.36 CEDAR AVENUE IRRIGATION MAINT 409603 39378 1610.6249 OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 212.36 311327 1/512022 156976 JAMPANA,VARMA 320.20 UB REFUND 15846 ELMWOOD LN 409786 20220103C 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 320.20 311328 1/5/2022 118232 JOHN DEERE FINANCIAL 749.00 MC SNOW BLOWER 409581 P41711 1060.6211 SMALL TOOLS&EQUIPMENT MUNICIPAL BLDG&GROUNDS MNTC Supplier 100608 FRONTIER AG&TURF 749.00 R55CKR2 LL J101 CITY OFAPPLL -EY 1/5/2022 .9:11 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311328 1/5/2022 118232 JOHN DEERE FINANCIAL Continued... 311329 1/512022 100255 JOHNSON BROTHERS LIQUOR 37.29- CMLIQ#2 00000109 409815 178869 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 24.29- CMWINE#1 00000109 409861 179592 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 16.55- CMLIQ#1 00000109 409798 180006 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 72,13- CMWINE#1 00000109 409799 180006 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 32.00- CMWINE#1 00000109 409865 180901 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 279.00- CMLIQ#3 00000109 409852 182031 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 480.00 WINE#3 00000109 409891 1940250 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 69.00 LIQ#3 00000109 409835 1951900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 69,00- CMLIQ#3 00000109 409836 1951900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 240.00 LIQ#3 00000109 409837 1953261 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 121.55 LIQ#1 00000109 409792 1953262 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 5,173.55 LIQ#1 00000109 409793 1953993 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 550.00- CMLIQ#1 00000109 409794 1953993 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,678.50 LIQ#3 00000109 409838 1953994 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,910.67 LIQ#1 00000109 409795 1953995 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,878.55 WINE#1 00000109 409862 1953996 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 170.00 LIQ#2 00000109 409816 1953997 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 84.00 WINE#2 00000109 409875 1953998 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 223.50 LIQ#3 00000109 409839 1953999 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 126.00 WINE#3 00000109 409892 1954000 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 930.18 LIQ#1 00000109 409796 1954001 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 683.40 WINE#1 00000109 409863 1954002 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 390.00 WINE#2 00000109 409876 1954003 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 400.00 LIQ#1 00000109 409797 1954004 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 476.32 WINE#1 00000109 409864 1954005 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 849.90 LIQ#2 00000109 409817 1954006 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 296.00 WINE#2 00000109 409877 1954007 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 37.00 TAX#2 00000109 409818 1954008 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 376.00 LIQ#2 00000109 409819 1954009 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 320.00 WINE#2 00000109 409878 1954010 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 224.00 WINE#2 00000109 409879 1954011 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 48.00- CMWINE#2 00000109 409880 1954011 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 525,00 LIQ#3 00000109 409840 1954012 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,038.44 LIQ#3 00000109 409841 1954013 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,428.20 WINE#3 00000109 409893 1954014 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,249.00 LIQ#3 00000109 409842 1954015 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 680.14 WINE#3 00000109 409894 1954016 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 80.00 LIQ#3 00000109 409843 1954017 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unil 311329 1/5/2022 100255 JOHNSON BROTHERS LIQUOR Continued... 1,135.77 WINE#3 00000109 409895 1954018 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 261.12 WINE#1 00000109 409866 1956458 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7,398.50 LIQ#1 00000109 409800 1959744 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 222.00 LIQ#3 00000109 409844 1959745 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.821.00 LIO#1 00000109 409801 1959746 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 436.00- CMLIQ#1 00000109 409802 1959746 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,526.00 LIQ#3 00000109 409845 1959747 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 436.00 LIQ#2 00000109 409820 1959748 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 573.63 LIQ#1 00000109 409803 1959749 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 567.40 WINE#1 00000109 409867 1959750 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 838.28 LIQ#1 00000109 409804 1959751 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,035.77 WINE#1 00000109 409868 1959752 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 98.91- CMWINE#1 00000109 409869 1959752 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,324.13 LIQ#1 00000109 409805 1959753 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,370.45 WINE#1 00000109 409870 1959754 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 74.00 TAX#1 00000109 409806 1959755 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,465.16 LIQ#1 00000109 409807 1959756 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 115.00- CMLIQ#1 00000109 409808 1959756 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,320.50 LIQ#2 00000109 409821 1959757 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 5,240.00 LIQ#3 00000109 409846 1959758 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 114.87 LIQ#2 00000109 409822 1959759 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 66.67 WINE#2 00000109 409881 1959760 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 160.00 LIQ#2 00000109 409823 1959761 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 342,29 WINE#2 00000109 409882 1959762 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 259.50 LIQ#2 00000109 409824 1959763 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 346.60 WINE#2 00000109 409883 1959764 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 97.15- CMWINE#2 00000109 409884 1959764 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 49.50 TAX#2 00000109 409825 1959765 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 505.00 LIQ#2 00000109 409826 1959766 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 873.75 LIQ#3 00000109 409847 1959767 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,416.35 WINE#3 00000109 409896 1959768 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 64.00 TAX#3 00000109 409848 1959769 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 33.00 WINE#3 00000109 409897 1959770 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 295.00 LIQ#3 00000109 409849 1959771 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,167.15 WINE#3 00000109 409898 1959772 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 401.94 LIQ#3 00000109 409850 1959773 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 875.73 WINE#3 00000109 409899 1959774 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,033.24 LIQ#3 00000109 409851 1959775 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 576.00 WINE#2 00000109 409885 1960129 5055.6520 WINE LIQUOR#2 STOCK PURCHASES R55CKR2 Lv._ .,101 CITY OFAPPLL _EY 1/5/2022 .9:11 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier I Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311329 1/5/2022 100255 JOHNSON BROTHERS LIQUOR Continued... 1,064.00 LIQ#1 00000109 409809 1963509 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 4,179.18 LIQ#1 00000109 409810 1963510 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3,085.95 WINE#1 00000109 409871 1963511 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 554.00 LIQ#3 00000109 409853 1963512 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,056.00 WINE#3 00000109 409900 1963513 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,288.00 LIQ#2 00000109 409827 1963514 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 498.60 LIQ#2 00000109 409828 1963515 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 12,20201 LIQ#1 00000109 409811 1963516 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 390.00- CMLIQ#1 00000109 409812 1963516 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 7,485.00 LIQ#3 00000109 409854 1963517 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,204.99 LIQ#1 00000109 409813 1963518 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3,766.34 WINE#1 00000109 409872 1963519 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 185.21 LIQ#3 00000109 409855 1963520 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,056.00 WINE#1 00000109 409873 1963521 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 288.00 WINE#2 00000109 409886 1963522 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,056.00 WINE#3 00000109 409901 1963523 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,766.53 LIQ#1 00000109 409814 1963524 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6,637.52 WINE#1 00000109 409874 1963525 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,376.00 WINE#1 00000109 409902 1963526 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 942.00 LIQ#2 00000109 409829 1963527 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 774.75 LIQ#2 00000109 409830 1963528 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 272.00 WINE#2 00000109 409887 1963529 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 687.01 LIQ#2 00000109 409831 1963530 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 102.24- CMLIQ#2 00000109 409832 1963530 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,160.00 WINE#2 00000109 409888 1963531 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,298.10 LIQ#2 00000109 409833 1963532 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 80.00- CMLIQ#2 00000109 409834 1963532 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3,800.19 WINE#2 00000109 409889 1963533 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 86.67- CMWINE#2 00000109 409890 1963533 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2,021.99 LIQ#3 00000109 409856 1963534 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,290.90 WINE#3 00000109 409903 1963535 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 933.00 LIQ#3 00000109 409857 1963536 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 390.00- CMLIQ#3 00000109 409858 1963536 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,099.04 LIQ#3 00000109 409859 1963537 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,998.07 WINE#3 00000109 409904 1963538 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,378,39 LIQ#3 00000109 409860 1963539 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6,670.86 WINE#3 00000109 409905 1963540 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 136,480.60 311330 115/2022 148784 JURCHISIN,MASON R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311330 1/5/2022 148784 JURCHISIN,MASON Continued... 357.00 FDIC-JURCHISIN-INDIANAPOLIS IN 409689 20211221 1310.6278 SUBSISTENCE ALLOWANCE FIRE TRAINING 357.00 311331 1/512022 147505 KRINGS,RON 43.00 JOURNEYMAN PLUMBER LIC-KRINGS 409583 20211215 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 43.00 311332 1/5/2022 156281 LOGMEIN USA,INC 19.35- IT SALES TAX ADJUST 409724 1208625656 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 19.35 IT SALES TAX ADJUST 409724 1208625656 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 290.85 ONLINE MEETING-DEC21-JUN22 409724 1208625656 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 290.85 311333 1/512022 145429 LUBE-TECH&PARTNERS,LLC 70.14 DEF FLUID 409765 2797476 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 70.14 DEF FLUID 409765 2797476 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 70.14 DEF FLUID 409765 2797476 1350.6212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 70.15 DEF FLUID 409765 2797476 5390.6212 MOTOR FUELS/OILS SWR EQUIP/VEHICLE MISC MNTC/RP 70.15 DEF FLUID 409765 2797476 5345.6212 MOTOR FUELS/OILS WATER EQUIP/VEHICLE/MISC MNTC 350,72 311334 1/5/2022 156098 M&J TRUCKING CO LLC 2,581.15 SUMP&CATCH BASIN DISPOSAL 410047 42306 5505.6240 CLEANING SERVICE/GARBAGE REMOVSTORM DRAIN MNTC/RPR/SUMPS 2,581.15 311335 1/5/2022 137142 MELVILLE,JEFFREY 357.00 FDIC-MELVILLE-INDIANAPOLIS IN 409686 20211221 1310.6278 SUBSISTENCE ALLOWANCE FIRE TRAINING 357.00 311336 1/5/2022 100309 MENARDS 165.66 CH POND DOCK 409672 27934 5508.6229 GENERAL SUPPLIES PONDS 6.96- GOLF USE TAX 409706 27980 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 6.96 GOLF USE TAX 409706 27980 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 101.30 GEL,HOSE,ADDITIVE 409706 27980 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 8.59 HINGE FOR CONDITIONER 409619 27993 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 104.15 CH POND DOCK 409675 27994 5508.6229 GENERAL SUPPLIES PONDS 84.70 CH POND DOCK 409674 28008 5508.6229 GENERAL SUPPLIES PONDS 16.98 TRUCK TOOLS METER BAG 409677 28039 5310.6211 SMALL TOOLS&EQUIPMENT WATER METER RPR/REPLACE/READNC 23.14 CH POND DOCK 409676 28049 5508.6229 GENERAL SUPPLIES PONDS 15.96 CLEANING SUPPLIES 409564 28085 '730.6229 GENERAL SUPPLIES PARK BUILDING MAC' FIANCE R55CKR2 LL.�.6101 CITY OFAPPLL .EY 1/5/2022 :9:11 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311336 1/5/2022 100309 MENARDS Continued... .78 PLUMBING SLEEVE REDWOOD 409620 28100 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 20.93 METER WORK BENCH 409678 28102 5310.6229 GENERAL SUPPLIES WATER METER RPR/REPLACE/READNC 17.98 PPE MASKS 409667 28123 1900.6229 COVID-P2 GENERAL SUPPLIES AV COMMUNITY CENTER 20.92 CAMERA VAN REPAIR 409671 28382 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 30.85 CAMERA VAN REPAIR 409670 28422 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 59,99 JETTER REPL VALVE 409669 28465 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 70.08 MAILBOX REPAIRS 409680 28628 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 106.61 REDWOOD DRAIN CLEANING 409566 28662 1730,6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 5.39 REDWOOD DRAIN CLEANING 409565 28667 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 69.58 MAILBOX REPAIRS 409681 28673 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 35.97 CLEANING SUPPLY MOPS 409653 28682 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 14.68 SUPPLIES FOR CARTS 409622 28709 1735.6229 GENERAL SUPPLIES PARK PLAY EQUIPMENT MAINTENANC 20.43 STAPLER FOR JCRPE 409621 28714 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 12.74 VALLEY MIDDLE WEATHER STRIP 409719 28755A 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 29.66 VALLEY MIDDLE ICE RINK 410049 28893 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 9_95 SUPPLIES-BRINE ROOM 409730 28970 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 29,98 HAND TOOLS 409731 28989 5605.6211 SMALL TOOLS&EQUIPMENT CEMETERY 1,077.00 311337 115/2022 123290 METAL SUPERMARKETS 52.32 VALLEY MIDDLE RINK BRACKET 409636 1039557 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 52.32 311338 115/2022 100654 MN DEPT OF AGRICULTURE 10.00 LICENSE RENEWAL-DOSTAL 409704 20211227 5105.6280 DUES&SUBSCRIPTIONS GOLF MANAGEMENT 10.00 LICENSE RENEWAL-BROWNING 409703 20211227A 5105.6280 DUES&SUBSCRIPTIONS GOLF MANAGEMENT 20.00 311339 115/2022 144492 MN DNR ECOLOGICAL AND WATER RESOURCES 733.90 DNR WATER PERMIT 409742 20121228 5105.6280 DUES&SUBSCRIPTIONS GOLF MANAGEMENT 733.90 311340 1/5/2022 102092 MRPA 170.00 2022 MRPA DUES-THOMPSON 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-SKINNER 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-SAMSON 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-PERKINS 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-JOHNSON 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-ENDRES 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 170.00 2022 MRPA DUES-BIRD 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311340 1/5/2022 102092 MRPA Continued... 170.00 2022 MRPA DUES-CARLSON 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 499.00 2022 MRPA AGENCY DUES 409625 20211108 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 1,859.00 311341 115/2022 128699 MUNICIPAL EMERGENCY SERVICES 572.29 (11)SHIRTS 409648 IN1652035 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 572.29 311342 1/5/2022 142014 MUSIC TOGETHER IN THE VALLEY I 2,959.60 MUSIC TOGETHER SEPT-NOV 2021 409665 20211215 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 2,959.60 311343 1/5/2022 100995 NAPA AUTO PARTS 297.00 SHOP FLOOR JACK 409766 5763848273 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 297 00 311344 115/2022 142171 NATURAL SHORE TECHNOLOGIES INC 2,650.00 BMP MAINTENANCE 409638 4963 5505.6249 2019134D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 2,650,00 311345 1/5/2022 100865 NORTHLAND BUSINESS SYSTEMS 1,990.16 WINSCRIBE SERVICES 2022-23 409629 IN104214 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 1,990.16 311346 11512022 114052 NOVACARE REHABILITATION 120.00 PRE EMPLOYMENT TESTING 409716 845117623 1600.6235 CONSULTANT SERVICES STREET MANAGEMENT 120.00 311347 1/5/2022 120187 NRPA 175.00 NRPA MEMBERSHIP RENEWAL 409626 20211213 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 175.00 311348 1/512022 155678 O'NEIL,TAD 102.00 WATER EXAM-ONEIL-ST CLOUD 409688 20211221 5305.6278 SUBSISTENCE ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 102.00 311349 1/512022 100751 PHILLIPS WINE&SPIRITS INC 3,283.50 LIQ#1 00000106 409906 6320555 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,912.08 WINE#1 00000106 409919 6320556 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 602.15 LIQ#2 00000106 409911 6320557 9055.6510 LIQUOR LIQUOR#2 STOCK Pi'^'.HASES R55CKR2 L. .,101 CITY OFAPPLL _EY 1/5/2022 311 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311349 1/512022 100751 PHILLIPS WINE&SPIRITS INC Continued... 875.80 WINE#2 00000106 409923 6320558 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3,152.30 LIQ#3 00000106 409912 6320559 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,406.95 WINE#3 00000106 409928 6320560 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 352.00 TAX#3 00000106 409913 6320561 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 2,090.40 LIQ#1 00000106 409907 6324993 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,181.50 WINE#1 00000106 409920 6324994 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 26.00 TAX#1 00000106 409908 6324995 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 202.25 WINE#2 00000106 409924 6324996 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 40,00- CMWINE#2 00000106 409925 6324996 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,462.10 LIQ#3 00000106 409914 6324997 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 90.00 BEER#3 00000106 409929 6324998 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,834,51 WINE#3 00000106 409930 6324998 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 48.00- CMWINE#3 00000106 409931 6324998 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 100.50 TAX#3 00000106 409915 6324999 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 126.00 NTAX#3 00000106 409916 6324999 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,156,84 LIQ#1 00000106 409910 6327709 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3,481.62 WINE#1 00000106 409921 6327710 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 84.00- CMWINE#1 00000106 409922 6327710 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 115.00 TAX#1 00000106 409909 6327711 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,672.00 WINE#2 00000106 409927 6327714 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 818.49 LIQ#3 00000106 409917 6327715 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3,261.76 WINE#3 00000106 409932 6327716 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 96,00 WINE#2USED CREDIT TWICE 00000106 409926 642355A 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 568.00- CMWINE#1 00000106 409918 652975 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 29,559.75 311350 1/5/2022 154712 ROBERT HALF 1,155,57 TEMP EE KOVACIC WEEKEND 12-17 409660 59073906 1100.6120 EMPLOYMENT AGENCIES DEV MANAGEMENT 711,12 TEMP EE KOVACIC WEEKEND 12/24 410046 59113190 1100.6120 EMPLOYMENT AGENCIES DEV MANAGEMENT 1,866.69 311351 1/5/2022 132465 SAM'S CLUB DIRECT 11.57 AVCC GENERAL 409784 20211130 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 23.96 PS GENERAL 409784 20211130 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS .95- POL USE TAX 409783 202112131130 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET .95 POL USE TAX 409783 202112131130 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 154.92 FOOD/SNACKS FOR TRAINING 409783 202112131130 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 39.98 RETIREMENT CAKE FOR SODERHOLM 409782 202112151236 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 230.43 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311352 115/2022 100478 SECURITAS ELECTRONIC SECURITY INC Continued... 7.91- UTIL SALES TAX ADJUST 409588 7000590673 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 7.91 UTIL SALES TAX ADJUST 409588 7000590673 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 118.91 WELLALARM-JULY-SEPT 409588 7000590673 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 7.91- UTIL SALES TAX ADJUST 409589 7000590739 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 7_91 UTIL SALES TAX ADJUST 409589 7000590739 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 118.91 WELL ALARM-JULY-SEPT 2020 409589 7000590739 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 6.84- FIRE SALES TAX ADJUST 409605 7000626609 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 6.84 FIRE SALES TAX ADJUST 409605 7000626609 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 102.84 AFS3-ALARM-SEPT-NOV 2020 409605 7000626609 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 7.91- UTIL SALES TAX ADJUST 409584 7000638139 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 7.91 UTIL SALES TAX ADJUST 409584 7000638139 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 118.91 WELLALARM-OCT-DEC 409584 7000638139 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 7,91- UTIL SALES TAX ADJUST 409585 7000638200 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 7.91 UTIL SALES TAX ADJUST 409585 7000638200 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 118.91 WELL ALARM-OCT-DEC 409585 7000638200 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 96.00 AFS3-ALARM-DEC20-FEB21 409606 7000658495 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 111.00 WELLALARM-JAN-MAR 409586 7000671899 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 111.00 WELL ALARM-JAN-MAR 409590 7000671966 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 90.00 CMF ALARM-FEB-APR 409600 7000683870 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 96.00 AFS2-ALARM-MAR-MAY 2021 409613 7000694787 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS3-ALARM-MAR-MAY 2021 409614 7000694792 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS1-ALARM-MAR-MAY 2021 409615 7000694910 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 90.00 WTP ALARM-MAR-MAY 409591 7000695208 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 111.00 WELLALARM-APR-JUNE 409592 7000708584 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 111.00 WELLALARM-APR-JUNE 409593 7000708635 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 90.00 CMF ALARM-MAY-JULY 409601 7000724051 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 96.00 AFS2-ALARM-JUN-AUG 2021 409607 7000741322 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS3-ALARM-JUN-AUG 2021 409608 7000741327 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS1-ALARM-JUNE-AUG 2021 409609 7000741534 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 90.00 WTP ALARM-JUNE-AUG 409587 7000741810 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 111.00 WELLALARM-JULY-SEPT 409594 7000759174 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 111.00 WELLALARM-JULY-SEPT 409595 7000759224 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 90.00 CMF ALARM-AUG-OCT 409599 7000777943 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 96.00 AFS2-ALARM-SEPT-NOV 2021 409610 7000794369 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS3-ALARM-SEPT-NOV 2021 409611 7000794373 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS1-ALARM-SEPT-NOV 2021 409612 7000794575 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 90.00 WTP ALARM-SEPT-NOV 409596 7000794840 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 111.00 WELL ALARM-OCT-DEC 409597 7000812096 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 111.00 WELLALARM-OCT-DEC 409598 7000812141 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR R55CKR2 L� 0101 CITY OFAPPLL _EY 1/5/2022 9:11 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311352 1/512022 100478 SECURITAS ELECTRONIC SECURITY INC Continued... 90.00 CMF ALARM-NOV-JAN 409602 7000830886 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 96.00 AFS2-ALARM-DEC'21-JAN-FEB'22 409654 7000849997 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS3-ALARM-DEC'21-JAN-FEB'22 409655 7000850001 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 96.00 AFS1-ALARM-DEC'21-JAN-FEB'22 409656 7000850190 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 90.00 WTP ALARM-DEC-FEB 410058 7000850455 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 116.55 WELLALARM-JAN-MAR 409633 7000871489 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 116.55 WELL SECURITY MONITORING 409632 7000871538 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 13.21- GOLF USE TAX 409683 7000871747 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 13.21 GOLF USE TAX 409683 7000871747 5110.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 192.15 GOLF ALARM-JAN-MAR 409683 7000871747 5110.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 88.35 AVCC ALARM-JAN-MAR 409631 7000871748 1900.6249 OTHER CONTRACTUAL SERVICES AV COMMUNITY CENTER 3,948.08 311353 1/5/2022 100432 SEH ENGINEERS 1,195.04 CONSTRUCTION ADMIN 409758 416307 2027.6235 2021104G CONSULTANT SERVICES ROAD ESCROW 251.30 CONSTRUCTION ADMIN 409708 416498 2027.6235 2021104G CONSULTANT SERVICES ROAD ESCROW 2,325.02 DESIGN-ADA 409754 416504 2027.6235 2022105G CONSULTANT SERVICES ROAD ESCROW 487.46 CONSTRUCTION ADMIN 409732 416576 2027,6235 2020104R CONSULTANT SERVICES ROAD ESCROW 8,261.71 DESIGN 409751 416582 2027.6235 2022104G CONSULTANT SERVICES ROAD ESCROW 12,520.53 311354 1/5/2022 101305 SEMA EQUIPMENT 89,22 CYLINDER STOP KITS FOR PLOWS 409576 1602484 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 89,22 311355 1/5/2022 100829 SHAMROCK GROUP INC 73.25 BEVERAGE SUPPLY(GAS) 409700 2710490 5122.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD/BEVERAGE 73.25 311356 1/5/2022 118355 SHI INTERNATIONAL CORP 826.17 AIRWATCH EXPRESS SUBSCRIPTION 410054 B14530957 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 826.17 311357 1/5/2022 114724 SLUITER,JEFFREY W 70 00 2 PR JEANS-J SLUITER 409560 20210917 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 70.00 311358 115/2022 156975 SUTTER,KEVIN 245.78 UB REFUND 236 ELM DR 409785 20220103A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 245.78 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311358 1/512022 156975 SUTTER,KEVIN Continued... 311359 1/5/2022 100990 TRI-COUNTY LAW ENFORCEMENT ASSOCIATION 75.00 TRI-COUNTY DUES 409604 20211201 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 75.00 311360 1/5/2022 103190 W W GOETSCH ASSOC INC 1,170.00 AVFAC PUMP MOTOR REPAIR 409740 107240 1940.6265 REPAIRS-EQUIPMENT AQUATIC SWIM CENTER 1,170.00 311361 1/5/2022 142204 WERNER IMPLEMENT CO.,INC 18.00 AXLE SEALS#350 409768 15044 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 123.50 HYDRAULIC FILTERS#355&350 409769 15046 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 141.50 311362 1/5/2022 138007 WILSONS NURSERY INC 35,351.00 '21 ASH TREE REMOVAL FINAL#1 409694 19523A 1520.6249 2021112G OTHER CONTRACTUAL SERVICES NATURAL RESOURCES 35,351.00 311363 11512022 102620 ZARNOTH BRUSH WORKS INC 697.35 RINK BROOM 409764 1875761N 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 697.35 20211147 11/812021 120679 U S BANK P CARD 446.07 MSFCA CONF DULUTH HOTEL NELSON 407666 240009712974079 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 05712346 549.00 MSFCA CONF DULUTH-STRUTHERS 407663 240009712974079 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 05712353 549.00 MSFCA CNF DULUTH MELVILLE HOTL 407667 240009712974079 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 05712437 480.38 MSFCA CONF DULUTH-RUSSELL 407664 240009712974079 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 05712486 Supplier 151515 SUITES HOTEL(PCARD) 15.99 SPARTAN CAMERA DATA 407668 240113412960000 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 41353507 Supplier 155691 SPARTAN CAMERA(PCARD) 119.99 CANVA ANNUAL SUBSCRIPTION 408080 240113412970000 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 45330815 Supplier 156529 CANVA(PCARD) 15.99 SPARTAN CAMERA DATA 408065 240113413050000 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 34331774 R55CKR2 _,6101 CITY OF APPLL .EY 1/5/2022 .9:11 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211147 11/8/2021 120679 U S BANK P CARD Continued... Supplier 155691 SPARTAN CAMERA(PCARD) 150.00 CIU UNIFORMS 408066 240133913060001 1200.6281 UNIFORM/CLOTHING ALLOWANCE POLICE MANAGEMENT 65108597 Supplier 116502 3 GUYS SEWING(PCARD) 37.96 RAIN SUIT 408024 240552313017260 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 03501914 Supplier 141058 AHLBORN EQUIPMENT(PCARD) 247.89 UTIL MNTC PHONE OCT 408036 240552313070833 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 18522969 16.50 POL INTOXILIZER OCT 408037 240552313070833 1250.6237 TELEPHONE/PAGERS POLICE FACILITY 25847078 53.46 GOLF CLUBHOUSE PHONES OCT 407148 240552313070833 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 33875913 73,81 IA1 PHONES OCT 407149 240552313070833 5210.6237 TELEPHONE/PAGERS ARENA 1 BUILDING MAINTENANCE 35671500 142.42 PK JCRP PHONES OCT 408038 240552313070833 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 41310689 175,38 CH GENERATOR/HVAC MODEM OCT 408040 240552313070833 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG&GROUNDS MNTC 55957920 404.22 PK REDWOOD PHONES OCT 408056 240552313070833 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 56529264 299.41 SWIM CHLORINE MONITOR OCT 408041 240552313070837 1940.6237 TELEPHONE/PAGERS AQUATIC SWIM CENTER 13404474 215.71 UTIL WTP PHONES OCT 408042 240552313070837 5325.6237 TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR 15868064 103.30 IA2 ACCT 9529532363 OCT 408043 240552313070837 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES 36643876 1,349.18 PHONE SYSTEM PRI LINES OCT 408063 240552313070837 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 38632760 33.00 CMF RADIO LINE OCT 408057 240552313070837 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 46673244 178.33 JC ACTIVITY CTR PHONES OCT 408058 240552313070837 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 48170629 70.15 AVCC CREDIT CARD PHONE OCT 408059 240552313070837 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER 52341306 66.00 UTIL STRM SWR ALARMS OCT 408060 240552313070837 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTCIRPR/SUMPS 52369828 Supplier 155769 FRONTIER ONLINE(PCARD) 170.28 CANDY-TRUNK OR TREAT 408031 241374613010014 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 26 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211147 11/8/2021 120679 U S BANK P CARD Continued... 08429805 Supplier 149661 HY VEE(PCARD) ,87- REC USE TAX 407661 241640712950910 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 07412774 .87 REC USE TAX 407661 241640712950910 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 07412774 27.41 LITTLE LEARNERS OCT PARTY 407661 241640712950910 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 07412774 Supplier 100463 TARGET STORES(PCARD) 1.35- REC SALES TAX ADJUST 408072 241640712991053 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 76207361 1.35 REC SALES TAX ADJUST 408072 241640712991053 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 76207361 20.34 DESK CALENDAR 408072 241640712991053 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 76207361 Supplier 132732 STAPLES(PCARD) 28.80 CANDY FOR TRUNK OR TREAT 407911 241640713020910 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME PRE\ 17228815 Supplier 100463 TARGET STORES(PCARD) 2.17- FIRE SALES TAX ADJUST 408021 242263813084000 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 01760472 2.17 FIRE SALES TAX ADJUST 408021 242263813084000 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 01760472 32.63 KLEENEX FOR STATIONS 408021 242263813084000 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 01760472 Supplier 149714 SAMS CLUB(PCARD) 378.24 BWC REPAIR 408034 242707412999000 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 17884662 359.58 BWC REPAIR/BLUETOOTH SWITCH 408035 242707413089000 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 18588865 Supplier 155886 HEARTLAND OUST SOLUTIONS(PCARD) 1.62- LIQ1 SALES TAX ADJUST 407660 243230012952061 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 74200019 1.62 LIQ1 SALES TAX ADJUST 407660 243230012952061 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 74200019 696.30 LS#1 NEW VACUUM CLEANER 407660 243230012952061 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 74200019 Supplier 156787 CHAVIS VACUUM&SEWING(PCARD) 65.00 FRAUD CHARGE 409240 243254513059000 1200.6399 OTHER CHARGES POLICE MANAGEMENT R55CKR2 Lv .i101 CITY OFAPPLL _EY 1/5/2022 9:11 Council Check Register by GL Page- 27 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211147 11/8/2021 120679 U S BANK P CARD Continued... 13300492 Supplier 155320 LEERBURG(PCARD) 15.56 OCTOBER LITTLE LEARNERS 408069 244273312997302 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 63001824 414.17 TRUNK OR TREAT CANDY 408073 244273313037302 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 67007789 Supplier 148071 CUB FOODS(PCARD) 53.09 BACK ORDER FROM SUMMER 408071 244365413010117 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY 08257886 Supplier 140338 S&S WORLDWIDE(PCARD) 33.99 CHAPLAIN MEETING-LUNCH 408068 244450013010008 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 52333852 Supplier 100146 DOMINO'S PIZZA(PCARD) 33- HCSC SALES TAX ADJUST 408028 244450013040008 1920.6229 GENERAL SUPPLIES SENIOR CENTER 55928226 33 HCSC SALES TAX ADJUST 408028 244450013040008 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 55928226 145.60 CANDY FOR TRUNK OR TREAT 408028 244450013040008 1920.6229 GENERAL SUPPLIES SENIOR CENTER 55928226 Supplier 125520 WALGREENS(PCARD) .21- WELLNESS SALES TAX ADJUST 408026 244450013060008 7203.6398 LIFE SNACKS CITY WELLNESS PROGRAM 64118650 .21 WELLNESS SALES TAX ADJUST 408026 244450013060008 7200.2330 DUE TO OTHER GOVERNMENT RISK MGMT/INSUR BALANCE SHEET 64118650 9.21 LIFE SNACKS INVENTORY 408026 244450013060008 7203.6398 LIFE SNACKS CITY WELLNESS PROGRAM 64118650 Supplier 120473 DOLLAR TREE STORES,INC.(PCARD) 14.84 FOOD TRAINING-GERVING 408856 244450013076001 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 21301616 Supplier 156863 GRANITE CITY EAGAN(PCARD) 19.95 PAYPAL CC PROCESSING 406025 244921513072077 1400.6351 VISA/BANK CHARGES INSPECTIONS MANAGEMENT 33705021 Supplier 139988 PAYPAL(PCARD) 216.00 KUULA SUBSCRIPTION 407665 244921612960000 2012.6280 DUES&SUBSCRIPTIONS CABLE TV JOINT POWERS 20608608 Supplier 154341 KUULA PRO(PCARD) 99.00 RE JOURNAL SUMMIT-NORDQUIST 408055 244921613080000 1100.6275 SCHOOLS/CONFERENCES/EXP LOCAL DEV MANAGEMENT 23699691 Supplier 156861 2021 MN INDUSTRIAL DEV(PCARD) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 28 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211147 11/8/2021 120679 U S BANK P CARD Continued... 3.56- UTIL SALES TAX ADJUST 408493 244980413076661 5365,6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENTRY 90068941 3.56 UTIL SALES TAX ADJUST 408493 244980413076661 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 90068941 53.55 PHONE HOLSTER 408493 244980413076661 5365.6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENTRY 9006B941 Supplier 148122 VERIZON WIRELESS(PCARD) 114.19- CREDIT ON PCARD 407658 246921612721007 1920.6399 OTHER CHARGES SENIOR CENTER 11903031A 180.00- CREDIT ON PCARD 407659 246921612731005 1920.6399 OTHER CHARGES SENIOR CENTER 44427769A Supplier 156795 SPECTRUM(PCARD) 5.00 TRUNK OR TREAT SIGN PERMIT 408067 246921613001001 1200.6399 OTHER CHARGES POLICE MANAGEMENT 98378240 Supplier 149588 APPLE VALLEY,CITY OF(PCARD) 112.00 APWA-MN FALL CONF-SAAM 408023 246921613011004 5365.6275 SCHOOLS/CONFERENCES/EXP LOCAL SEWER MGMT/REPORTS/DATA ENTRY 12589746 112.00 APWA-MN FALL CONF-SAAM 408023 246921613011004 5305.6275 SCHOOLS/CONFERENCES/EXP LOCAL WATER MGMT/REPORT/DATA ENTRY 12589746 110.75 APWA-MN FALL CONF-SAAM 408023 246921613011004 5505.6275 SCHOOLS/CONFERENCES/EXP LOCAL STORM DRAIN MNTC/RPR/SUMPS 12589746 Supplier 148062 AMERICAN PUBLIC WORKS ASSN(PCARD) 322.00 CART FOR BEAN BAGS BOARDS 408039 246921613011004 1855.6229 GENERAL SUPPLIES REC FOOTBALL&SOCCER 36050576 Supplier 100362 NORTHERN TOOL&EQUIPMENT(PCARD) 99.98 2 SWEATSHIRTS-J JENSEN 408062 246921613021008 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 02791778 89.99 SPRING JACKET-K FISHER 408062 246921613021008 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 02791778 Supplier 151951 CARHARTT(PCARD) 52.99 EMAIL ADVERTISING 408022 246921613051005 5005.6239 PRINTING LIQUOR GENERAL OPERATIONS 63522906 Supplier 141272 MAILCHIMP(PCARD) 13.98 1/2 DAY DAY CAMP 408070 246921613081005 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 27069579 Supplier 102901 PARTY CITY(PCARD) 75.00 DMT RECERT-SCHULTZ 407669 247170512981229 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 85332436 75.00 BCA RECERT THELEN 408032 247170513001330 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING R55CKR2 Ll .0101 CITY OFAPPLL _EY 1/5/2022 9:11 Council Check Register by GL Page- 29 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211147 11/8/2021 120679 U S BANK P CARD Continued... 03165498 Supplier 150045 BCA TRAINING EDUCATION(PCARD) 120.00 NOTARY COMM 2022 P.STEWART 408027 247170513037330 1020.6280 DUES&SUBSCRIPTIONS HUMAN RESOURCES 34968625 Supplier 149995 SECRETARY OF STATE(PCARD) .34- GOLF SALES TAX ADJUST 408030 248019713017269 5105.6229 GENERAL SUPPLIES GOLF MANAGEMENT 93578581 .34 GOLF SALES TAX ADJUST 408030 248019713017269 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 93578581 144.73 AWARDS AND ENGRAVING 408030 248019713017269 5105.6229 GENERAL SUPPLIES GOLF MANAGEMENT 93578581 Supplier 148072 DAKOTA AWARDS&ENG(PCARD) 14.80 TRAINING FOOD-GERVING 408855 248019713067969 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 27201738 Supplier 156862 BONCHON EAGAN(PCARD) 1,911.25 NEW MIRRORS FOR ACT CENTER 408064 248019713087267 1060.6715 CAPITAL OUTLAY-BUILDINGS MUNICIPAL BLDG&GROUNDS MNTC 00469853 Supplier 156864 MINNEAPOLIS GLASS COMPANY(PCARD) 33.93 GAS FOR 4976 MSFCA 407662 249416612968380 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 00594850 Supplier 129038 HOLIDAY STATIONSTORES#316(PCARD) 270.00 ADVERTISING 408029 249416813098380 5105.6239 PRINTING GOLF MANAGEMENT 09133141 Supplier 148969 HIBU INC(PCARD) 9.97 SPRAYER FOR K9 TRAINING 408033 249430112980102 1281.6211 SMALL TOOLS&EQUIPMENT POLICE K-9 00357298 Supplier 143525 HOME DEPOT STORE#2833(PCARD) 180.66- TRUNK OR TREAT CANDY RETURN 408061 744273313037302 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 67018336 Supplier 148071 CUB FOODS(PCARD) 11,745.20 20211232 12/22/2021 148015 EMPOWER 1,000_00 MN DCP-PLAN#650251 409030 12212110022013 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,000.00 20211233 12/22/2021 - 148869 EMPOWER(HCSP) 344.37 SERGEANT HCSP FUNDING-GROSS WA 409032 12212110022015 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 951.66 ADMIN HCSP FUNDING-GROSS WAGES 409032 12212110022015 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 1,395.78 POLICE HCSP FUNDING-GROSS WAGE 409032 12212110022015 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register by GL Page- 30 Council Check Register by Invoice&Summary 11/B/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211233 1212212021 148869 EMPOWER(HCSP) Continued... 1,395.92 HCSP FUNDING-ANN LV/COMP 409032 12212110022015 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 4,087.73 20211234 12/23/2021 102664 US BANK 10,499.23 EMPLOYEE MEDICARE 409041 1221211002209 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 10,499.23 CITY SHARE MEDICARE 409041 1221211002209 9000,2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 29,824,57 EMPLOYEE FICA 409041 1221211002209 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 29,824.57 CITY SHARE FICA 409041 1221211002209 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 75,828.15 FEDERAL TAXES PR 409041 1221211002209 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 156,475.75 20211235 12/2212021 101238 MINNESOTA CHILD SUPPORT PAYMEN 121.50 CHILD SUPPORT DEDUCTIONS 409038 1221211002206 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 397.50 CHILD SUPPORT DEDUCTIONS 409039 1221211002207 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 519.00 20211236 12/23/2021 100657 MN DEPT OF REVENUE 32,578.36 STATE TAX WITHHOLDING 409037 1221211002205 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 32,578.36 20211237 12/23/2021 100392 PUBLIC EMPLOYEES RETIREMENT AS 58,614.04 EMPLOYEE SHARE PERA 409035 1221211002203 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 76,993.81 CITY SHARE PERA 409035 1221211002203 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 135,607.85 20211238 12/22/2021 148841 FURTHER 5,536.74 HSA EMPLOYEE FUNDING 409031 12212110022014 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 5,536.74 20211239 1212112021 148841 FURTHER 3,216.00 FLEX SPENDING DAYCARE 2021 409791 40060232 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 3,216.00 20211240 12/22/2021 100009 AFSCME COUNCIL#5 1,283.00 UNION DUES 408199 120821811361 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,282.50 UNION DUES 409026 1221211002201 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,565.50 20211241 12/22/2021 151440 VANTAGEPOINT TRANSFER AGENTS 2.230.50 ROTH 457-PLAN#301171-FIRE TOO 409033 12212110022016 ^000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING" SHEET R55CKR2 Lt,..,6101 CITY OFAPPLL .,EY 1/5/2022 ,9:11 Council Check Register by GL Page- 31 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211241 12/22/2021 _ 151440 VANTAGEPOINT TRANSFER AGENTS Continued... 2,230.50 20211242 12/22/2021 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 30,018.98 ICMA-PLAN#301171-FIRE TOO 409034 1221211002202 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 30,018.98 20211243 12/22/2021 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 3,122.21 ROTH IRA-PLAN#705481 409028 12212110022011 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,122.21 20211245 12/22/2021 148841 FURTHER 300.00 ANNUAL FEE 410028 15924649 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 807.50 PARTICIPANT FEE DEC 2021 410028 15924649 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 1,107.50 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2022 10:49:11 Council Check Register_by GL Page- 32 Council Check Register by Invoice&Summary 11/8/2021 -- 1/7/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20211244 12127/2021 156146 US BANK-ETRANS 18,157.00 TRANSFER FROM CIP MONEYMARKET 410027 717901 2000.1007 MONEY MARKETS INVESTMENT FUND BALANCE SHEET 18,157.00 1,035,331.69 Grand Total Payment Instrument Totals Checks 381,325.95 EFT Payments 407,968.32 A/PACH Payment 246,037.42 Total Payments 1,035,331.69 .1010, 4 yv -011/4/ 1 I R55CKS2 Lt ,, 100 CITY OF APPLE _EY 1/5/2022 3:18 Note Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 11/8/2021 - 1/7/2022 Company Amount 01000 GENERAL FUND 163,000.17 02000 INVESTMENT FUND 18,157.00 02010 CABLE TV RESERVE FUND 413.48 02025 ROAD ESCROW FUND 58,475,28 02090 PARTNERS IN EDUCATION 1,430.00 04420 '21 FACILITIES CIP 41,731.50 04500 CONSTRUCTION PROJECTS 54,712.75 05000 LIQUOR FUND 241,141.29 05100 GOLF FUND 8,433.14 05200 ARENA FUND 321.16 05300 WATER&SEWER FUND 27,714.15 05500 STORM DRAINAGE UTILITY FUND 16,519.80 05600 CEMETERY FUND LEVEL PROGRAM 879.98 05800 STREET LIGHT UTIL FUND 7,704.09 07200 RISK MANAGEMENT/INSURANCE FUND 17,356.29 07400 VERF-POLICE 210.99 09000 PAYROLL CLEARING FUND 377,130.62 Report Totals 1,035,331.69 I ,. ti f R55CKR2 L _.0101 CITY OF APPL. _LEY 1/12/20,_ .i0:45 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25632 1114/2022 101557 AAA CREDIT SCREENING SVCS LLC 90.00 BACKGROUND CREDIT SCREENINGS 410413 21156 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 90.00 25633 1/14/2022 100101 ACE HARDWARE 3.49- DISCOUNT 410469 101305939501 1060.6333 GENERAL-CASH DISCOUNTS MUNICIPAL BLDG&GROUNDS MNTC 34.98 PAINT 410469 101305939501 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC .79- DISCOUNT 410468 101310939471 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 7.99 GUNK REMOVER(MELVILLE) 410468 101310939471 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 5.89- DISCOUNT 410470 101340939351 5265.6333 GENERAL-CASH DISCOUNTS ARENA 2 BLDG MAINTENANCE-HAYES 58.97 HAYES TOOLS AND SUPPLIES 410470 101340939351 5265.6211 SMALL TOOLS&EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 2.69- DISCOUNT 410472 101370939101 1200.6333 GENERAL-CASH DISCOUNTS POLICE MANAGEMENT 26.97 PROPERTY ROOM SUPPLIES 410472 101370939101 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 3.09- DISCOUNT 410471 101370939201 1225.6333 GENERAL-CASH DISCOUNTS POLICE TRAINING 78.53 CLEANING SUPPLIES FOR TRAINING 410471 101370939201 1225.6229 GENERAL SUPPLIES POLICE TRAINING 7.39- DISCOUNT 410467 101400938491 5310.6333 GENERAL-CASH DISCOUNTS WATER METER RPR/REPLACE/READNC 73.95 METER KIT PROPANE TANK TORCH 410467 101400938491 5310.6229 GENERAL SUPPLIES WATER METER RPR/REPLACE/READNC 258.05 25634 1/14/2022 147453 ADAM'S PEST CONTROL INC 99.11 MC PEST CONTROL 410086 3405745 1060.6249 OTHER CONTRACTUAL SERVICES MUNICIPAL BLDG&GROUNDS MNTC 99.11 25635 1/14/2022 148565 ADVANCED IMAGING SOLUTIONS(C 116.96 COPIER MAINTENANCE 410462 INV266494 1500.6265 REPAIRS-EQUIPMENT PW MANAGEMENT 116.96 25636 1/14/2022 147324 ALL-AMERICAN ARENA PRODUCTS 2,040.00 AVSA NEW GAME NETS 410435 3156 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 2,040.00 25637 1/14/2022 100389 ALPHAGRAPHICS 172.42 WINE SALE BANNER STORE#1 410095 117543 5005.6239 PRINTING LIQUOR GENERAL OPERATIONS 186.15 AVPD ENVELOPES 410406 117873 1200.6239 PRINTING POLICE MANAGEMENT 358_57 25638 1/14/2022 137136 APPLE AWARDS INC 119.65 SODERHOLM KEY&APPLE 410393 66219 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 119.65 RECHTZIGEL KEY&APPLE 410388 66574 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 239.30 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25639 1/14/2022 152878 B&B COMMERCIAL COATING,LLC Continued... 28,500.00 HYDRANT PAINTING PMT#1 410434 20211012 5330.6249 2021142W OTHER CONTRACTUAL SERVICES WiR MAIN/HYDRANT/CURB STOP MNT 28,500.00 25640 1/14/2022 150791 BALD MAN BREWING 479.70 BEER#2 00052212 410142 5807 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 479.70 25641 1/14/2022 155342 BARREL THEORY BEER CO 804.00 BEER#3 00052690 410143 1900 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 804.00 25642 1/14/2022 100054 BAUER BUILT INC 571.28 #962 TIRES 410375 180276051 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 232.45 TIRES#332 INSTALL 410376 518011911 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 702.64 TIRES#332 410376 518011911 1630.6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 1,506.37 25643 111412022 100055 BECKER ARENA PRODUCTS INC 2,405.36 AVSA GLASS STORAGE CART 410385 62908 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 2,405.36 25644 1/14/2022 145855 BENT BREWSTILLERY 182.06 BEER#1 00051698 410141 10891 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 182.06 25645 1114/2022 151643 BKJ LAND COMPANY 11,300.00 REDWOOD PD RESTORE PMT#1-FINAL 410453 20211201 5505.6249 2021166D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 11,300.00 25646 1/14/2022 151877 BLACK STACK BREWING,INC. 598.00 BEER#3 00052297 410145 15585 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 475.00 BEER#3 00052297 410144 15675 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,039.00 BEER#3 00052297 410146 15804 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 45.00- CMBEER#3 00052297 410147 15804 5085,6530 BEER LIQUOR#3 STOCK PURCHASES 474.00 BEER#3 00052297 410148 15857 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2,541.00 25647 1/14/2022 128535 CARTEGRAPH SYSTEMS INC 4,762.70 2022 ASSET MANAGEMENT FEES 410401 INV115 1680.6280 DUES&SUBSCRIPTIONS TRAFFIC SIGNS/SIGNALS/MARKERS 4,878.86 2022 ASSET MANAGEMENT FEES 410401 INV115 '500.6280 DUES&SUBSCRIPTIONS PW MANAGEMENT R55CKR2 Li,....S101 CITY OFAPPL. _LEY 1/12/20's a0:45 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25647 1/14/2022 128535 CARTEGRAPH SYSTEMS INC Continued... 5,953.37 2022ASSET MANAGEMENT FEES 410401 INV115 1600.6280 DUES&SUBSCRIPTIONS STREET MANAGEMENT 8,131.44 2022 ASSET MANAGEMENT FEES 410401 INV115 1510.6280 DUES&SUBSCRIPTIONS PW ENGINEERING&TECHNICAL 8,363.77 2022 ASSET MANAGEMENT FEES 410401 INV115 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 8,479.93 2022 ASSET MANAGEMENT FEES 410401 INV115 5365.6280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENTRY 8,363.77 2022 ASSET MANAGEMENT FEES 410401 INV115 5505.6280 DUES&SUBSCRIPTIONS STORM DRAIN MNTC/RPR/SUMPS 8,334.72 2022 ASSET MANAGEMENT FEES 410401 INV115 5605.6280 DUES&SUBSCRIPTIONS CEMETERY 8,131.44 2022 ASSET MANAGEMENT FEES 410401 INV115 5805.6280 DUES&SUBSCRIPTIONS STREET LIGHT UTILITY FUND 65,400.00 25648 1/1412022 101562 CDW GOVERNMENT INC 275.68 FIBER ELECTRONICS 410466 Q131969 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 275.68 25649 1/14/2022 143314 CLEAR RIVER BEVERAGE 633.00 BEER#1 00051160 410172 610816 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 534.00 BEER#1 00051160 410173 611864 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 911.00 BEER#3 00051160 410176 611874 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,113.00 BEER#1 00051160 410174 612576 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 298.80 BEER#2 00051160 410175 612580 5055,6530 BEER LIQUOR#2 STOCK PURCHASES 302.00 BEER#3 00051160 410177 612581 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,273.00 BEER#3 00051160 410178 613436 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 5,064.80 25650 1/14/2022 100102 COLLEGE CITY BEVERAGE 30.00- CMBEER#1 00000114 410183 141600104 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 5.10- CMBEER#3 00000114 410223 141600112 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 12.05- CMBEER#1 00000114 410194 141600113 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 18.80- CMBEER#2 00000114 410210 141600120 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 9.70- CMTAX#2 00000114 410211 141600120 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 6.54- CMBEER#3 00000114 410227 141600121 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 101.13- CMBEER#1 00000114 410179 750651 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,595.45 BEER#1 00000114 410180 750652 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 166.00 TAX#1 00000114 410181 750652 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 45.98 NTAX#1 00000114 410182 750652 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 99.75 BEER#3 00000114 410216 750695 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 6,945.55 BEER#3 00000114 410217 750696 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 207.60 TAX#3 00000114 410218 750696 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 45.98 NTAX#3 00000114 410219 750696 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5.10- CMBEER#2 00000114 410203 750743 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 4,240.20 BEER#2 00000114 410204 750744 5055.6530 BEER LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25650 1/1412022 100102 COLLEGE CITY BEVERAGE Continued... 245.50 LIQ#1 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5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 95,430.31 25651 1/14/2 123296 CTM SERVICES R55CKR2 L. ,0101 CITY OFAPPL _LEY 1/12/20, .i0:45 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Dale Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25651 1/14/2022 123296 CTM SERVICES Continued... 48:92 AVSA OLY PARTS 410080 4997 5215.6215 EQUIPMENT-PARTS ARENA 1 EQUIPMENT MAINTENANCE 48_92 25652 1/14/2022 122849 DAKOTA COMMUNICATIONS CENTER 74,666.00 POL DCC FEE-JAN 410111 AV202201 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 74,666.00 25653 1/14/2022 100128 DAKOTA ELECTRIC ASSOCIATION 49.99 FOUNDERS/GALAXIE SIGNAL DEC 410420 200003777430DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 21 54.40 GALAXIE/FOUNDER LN SPKLR DEC 410421 200003919925DEC 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MNTC 21 393.76 15281 FOUNDERS BLVD LIGHTS DEC 410422 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SUPPLIES 410081 IN3605629 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 34.43 AVSA HILIGHTERS,PENS 410079 IN3608356 5205.6210 OFFICE SUPPLIES ARENA 1 MANAGEMENT 73.50 LIQ1 TOWELS C-FOLD,MISC 410074 IN3609585 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 6.15 WHITE BOARD MARKERS 410416 IN3610989 1600.6210 OFFICE SUPPLIES STREET MANAGEMENT 14_49 3 DESK CALENDARS 410416 IN3610989 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 7.56 CALENDAR REFILL-ADMIN 410389 IN3611401 1010.6210 OFFICE SUPPLIES ADMINISTRATION R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25657 1/1412022 103314 INNOVATIVE OFFICE SOLUTIONS Continued... 8.59 WHITE BOARD FOR ACT 410389 IN3611401 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 9.69 STAMP FOR PAM 410389 IN3611401 1015.6210 OFFICE SUPPLIES CITY CLERK/ELECTIONS 9.20 HIGHLIGHTERS FOR SUPPLY ROOM 410447 IN3616790 1035.6210 OFFICE SUPPLIES FINANCE 386.35 25658 1/14/2022 151539 JUNKYARD BREWING CO.LLC 542.00 BEER#3 00052261 410291 3414 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 467.00 BEER#3 00052261 410290 3461 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 528.00 BEER#3 00052261 410292 3490 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 264.00- CMBEER#3 00052261 410293 3490 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,273.00 25659 1/1412022 149844 KEEPSAKE CIDERY LLP 105.00 BEER#3 00052101 410294 AV122221 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 105.00 25660 1/14/2022 100279 LAW ENFORCEMENT LABOR SERVICES 585.00 SERGEANT(#243)UNION DUES 410035 10522957243 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,535.00 POLICE(#71)UNION DUES 410035 10522957243 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,120.00 25661 1/14/2022 100021 M AMUNDSON LLP 83.04 TAX#3 00044390 410299 333485 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 953.10 NTAX#3 00044390 410300 333485 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 125.76 TAX#1 00044390 410295 334203 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,389.59 NOTAX#1 00044390 410296 334203 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 145.15 TAX#3 00044390 410301 334553 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 341.23 NTAX#3 00044390 410302 334553 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 32.40 TAX#1 00044390 410297 334554 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 607.38 NOTAX#1 00044390 410298 334554 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,877.65 25662 1/1412022 100299 MASTER ELECTRIC CO 865.46 LIGHT REPLACE/REPAIR JCAC 410381 SD38119 1730.6266 REPAIRS-BUILDING PARK BUILDING MAINTENANCE 865.46 25663 1/1412022 152514 MEGA BEER LLC 359.00 BEER#3 00052423 410304 11580 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 207.00 BEER#1 00052423 410303 11703 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 566.00 R55CKR2 L. �101 CITY OFAPPL. _LEY 1/12/20. 60:45 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25663 1/14/2022 152514 MEGA BEER LLC Continued... 25664 1/14/2022 100311 METRO COUNCIL ENVIRONMENTAL SV 2,660.00 CAMP PROGRAM 2021 DUES 410107 1133937 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 2,660.00 25665 1114/2022 145996 MINNESOTA NATIVE LANDSCAPES 1,876.25 BMP MAINTENANCE PMT#3 410391 31856A 5505.6249 2020147D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 1,876,25 25666 1/1412022 100348 MTI DISTRIBUTING CO 77.93 SCREW-BEDKNIFE MOWER PARTS 410427 133165201 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 50.01 MOWER PARTS-FILTER 410394 133167702 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 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20211228 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 32.09 25672 1/14/2022 154517 SHAKOPEE BREWHALL 72.74- CMBEER#1 00052616 410324 1136 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 81.46- CMBEER#1 00052616 410325 1161 5015.6530 BEER LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25672 1/14/2022 154517 SHAKOPEE BREWHALL Continued... 333.00 BEER#1 00052616 410323 1703 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 178.80 25673 1114/2022 100437 SHERWIN WILLIAMS CO 45.70 PAINT SUPPLIES 410418 42594 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 45.70 25674 1114/2022 100715 SIRCHIE FINGER PRINT LABORATOR 138.89 SUPPLIES FOR EVIDENCE 410465 5145181N 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 97.45 FINGER PRINT 410454 5220351N 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 236.34 25675 1/14/2022 139811 SRF CONSULTING GROUP 5,484.18 TSAC-TRAFFIC STUDIES 410109 15097001 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 5,484.18 25676 1/14/2022 156213 STREET PLUMBING INC 255.00 FREEZE SERVICE INSTALL METER 410084 3402 5310.6249 2016101W OTHER CONTRACTUAL SERVICES WATER METER RPR/REPLACE/READNC 255.00 25677 1/14/2022 100457 STREICHERS INC 11,149.65 2020 AMMO ORDER 410383 11541187 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 11.149.65 25678 1/14/2022 154863 TALKING WATERS BREWING CO LLC 300.00 BEER#3 00052663 410326 2603 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 300.00 25679 1/14/2022 151814 TEAM MATES INC 18.17- IA1 SALES TAX ADJUST 410087 TM99241 5205.6281 UNIFORM/CLOTHING ALLOWANCE ARENA 1 MANAGEMENT 18.17 IA1 SALES TAX ADJUST 410087 TM99241 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 273.17 STAFF JACKET EMBROIDERING 410087 TM99241 5205.6281 UNIFORM/CLOTHING ALLOWANCE ARENA 1 MANAGEMENT 273.17 25680 1/14/2022 142499 TITAN MACHINERY 1,912.77 PLOW EDGES(3) 410101 16508277GP 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 1,912.77 25661 1/14/2022 137686 TOWMASTER LLC 356.97 WING PLOW BOLTS&NUTS 410415 445497 '630.6215 EQUIPMENT-PARTS STREET EQUIPMENT -",INTENANCE R55CKR2 L _.d101 CITY OFAPPL. .LEY 1/12/20:_ .,0:45 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 25681 1/14/2022 137686 TOWMASTER LLC Continued... 356.97 25682 1/14/2022 131594 UNIVERSAL CLEANING SERVICES IN 591.00 CMF CLEANING SERVICE JAN 410105 131803 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 1,995.00 MC CLEANING SERVICE JAN 410106 131804 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC 2,586.00 25683 1/14/2022 155941 UTILITY CONSULTANTS INC 651.00 WATER SYSTEM TESTING DEC 410103 111130 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 651.00 25684 1/14/2022 121767 VARNER TRANSPORTATION 240.00 FREIGHT#1 00045995 410329 43613 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 240.00 FREIGHT#3 00045995 410340 43614 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 109.20 FREIGHT#2 00045995 410335 43615 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 121.20 FREIGHT#1 00045995 410330 43620 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 109.20 FREIGHT#3 00045995 410341 43621 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 390.00 FREIGHT#1 00045995 410331 43631 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 324.00 FREIGHT#3 00045995 410342 43632 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 64.80 FREIGHT#2 00045995 410336 43633 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 757.20 FREIGHT#1 00045995 410332 43646 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 531.60 FREIGHT#3 00045995 410343 43647 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 211.20 FREIGHT#2 00045995 410337 43648 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 238.80 FREIGHT#1 00045995 410327 44499 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 97.20 FREIGHT#3 00045995 410338 44500 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 79_20 FREIGHT#2 00045995 410333 44501 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 423.60 FREIGHT#1 00045995 410328 44514 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 384.00 FREIGHT#3 00045995 410339 44515 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 145.20 FREIGHT#2 00045995 410334 44516 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 4,466.40 25685 1/14/2022 100528 ZIEGLER INC 1,496.60 PLOW EDGES(5) 410362 IN000374357 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 190.76 PARKING BRAKE KITS#303 410387 IN000380207 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,687.36 311364 1/12/2022 153409 56 BREWING LLC 146.00 BEER#1 00052517 410120 5617112 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 146.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311365 1/12/2022 100089 ADVANCE AUTO PARTS Continued... 33.23 FILTERS#402 410407 1594397445 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 129.69 TRANS FLUID#402 410409 1594397474 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 35.67 MACK HEAD LIGHTS BULBS 410408 1594397505 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 198.59 311366 1/12/2022 144459 ADVANCED IMAGING SOLUTIONS(L 242,00 COPIER LEASE 410374 461777419 1500.6310 RENTAL EXPENSE PW MANAGEMENT 242,00 311367 1/12/2022 153995 AMAZON CAPITAL SERVICES 33.12 (3)LABEL MAKER TAPE 410072 17NN3XTL91WL 1330.6210 OFFICE SUPPLIES FIRE OPERATIONS 194.02 WELL 5 REPLACEMENT FLOW SWITCH 410398 170JJ7D466F6 5320.6215 EQUIPMENT-PARTS WATER WELL/BOOSTER STN MNT/RPR 142.19 SPRAY PAINT,STROBE LIGHT 410426 1Q1YTLDXHGTV 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 423.00 BIOCLEANER FOR RANGE 410384 1WKHWQ7NF1YM 1255.6399 OTHER CHARGES POLICE GUN RANGE 792.33 311368 1/12/2022 156688 ANGRY INCH BREWING 174.00 BEER#1 00052796 410121 1067 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 174.00 311369 1/12/2022 154253 APPLE FORD LINCOLN 396.36 POL VEHICLE LEASE-JAN 410461 20220110 1215.6310 RENTAL EXPENSE POLICE DETECTIVE UNIT 13.65 BACKUP CAMERA CONNECTOR#901 410410 551559 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 25.20 WINDOW SWITCH#917 410411 551662 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 435.21 311370 1/12/2022 156167 ARAMARK 24.40 WALL MOUNTED FIRST AID KITS 410392 250000049507 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 49.16 WALL MOUNTED FIRST AID KITS 410392 250000049507 1600.6229 GENERAL SUPPLIES STREET MANAGEMENT 73.87 WALL MOUNTED FIRST AID KITS 410392 250000049507 1710.6229 GENERAL SUPPLIES PARK MAINTENANCE MANAGEMENT 24.40 WALL MOUNTED FIRST AID KITS 410392 250000049507 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 24.40 WALL MOUNTED FIRST AID KITS 410392 250000049507 5365.6229 GENERAL SUPPLIES SEWER MGMT/REPORTS/DATA ENTRY 24.40 WALL MOUNTED FIRST AID KITS 410392 250000049507 5305.6229 GENERAL SUPPLIES WATER MGMT/REPORT/DATA ENTRY 220.63 311371 1/12/2022 100747 ARAMARK UNIFORM SERVICES INC 32.27 Shop Coveralls 410386 629000212965 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 35.06 PK Coveralls 410386 629000212965 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 71.21 STR Coveralls 410386 629000212965 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 138.54 R55CKR2 L _,�101 CITY OFAPPL. _LEY 1/12/20, 60:45 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311371 1/1212022 100747 ARAMARK UNIFORM SERVICES INC Continued... 311372 1/12/2022 100360 ARCTIC GLACIER INC 75.60 NO TAX#2 00002202 410126 3412200608 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 7.50 FREIGHT#2 00002202 410127 3412200608 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 189.00 NO TAX#1 00002202 410122 3418135703 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00002202 410123 3418135703 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 268.80 NO TAX#3 00002202 410128 3418135705 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 7.50 FREIGHT#3 00002202 410129 3418135705 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 105.00 NO TAX#2 00002202 410124 3423135410 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 7.50 FREIGHT#2 00002202 410125 3423135410 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 668.40 311373 1/1212022 125174 ARTISAN BEER COMPANY 101.20- CMBEER#3 00047806 410137 321770 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 42.60- CMBEER#2 00047806 410135 323227 5055,6530 BEER LIQUOR#2 STOCK PURCHASES 484.10 BEER#1 00047806 410130 3512579 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 411.90 BEER#2 00047806 410134 3512580 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,534.50 BEER#3 00047806 410138 3512581 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 313.75 BEER#1 00047806 410131 3513576 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,694.10 BEER#3 00047806 410139 3513577 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,551.85 BEER#1 00047806 410132 3514483 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 152.40- CMBEER#1 00047806 410133 3514483 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 595 70 BEER#2 00047806 410136 3514484 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 398.20 TAX#3 00047806 410140 3514508 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 6,687.90 311374 1/12/2022 100761 ASCAP 390.00 ASCAP FEES 2022 410417 100005809513 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMENT 390.00 311375 1/12/2022 118892 ASPEN MILLS 169.37 POLO&JACKET 410064 286283 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 169.37 311376 1/12/2022 149649 AVBC,LLC 88,739.43 TIF#14 2ND HALF 2021 TIF PMT 410452 20220109 4737.6397 DEVELOPER ASSISTANCE TIF#14 AV BUSINESS CAMPUS 88,739.43 311377 1/12/2022 100020 AWWA 4,007.00 AWWA MEMBERSHIP 410102 7001953038A 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311377 1/12/2022 100020 AWWA Continued... 4,007.00 311378 1/12/2022 149274 B&H PHOTO-VIDEO 119.96 C-STAND 410397 197509521 2012.6229 GENERAL SUPPLIES CABLE TV JOINT POWERS 119,96 311379 1/12/2022 103508 BECKER,TARA L 269.78 MNSCIA CONF-NISSWA-BECKER 410456 20211007 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 269.78 311380 1/12/2022 109954 BERRY COFFEE COMPANY 9.35- CMF SALES TAX ADJUST 410098 877434 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 9.35 CMF SALES TAX ADJUST 410098 877434 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 145.35 CMF COFFEE SUPPLIES 410098 877434 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 145.35 311381 1112/2022 151324 BIGOS-GABELLA,LLC 167,812.09 TIF#15 2ND HALF 2021-GABELLA 410440 20220109 4742.6397 DEVELOPER ASSISTANCE TIF#15 PARKSIDE VILLAGE 167,812.09 311382 1/12/2022 151565 BIGOS-GALANTE,LLC 103,320.20 TIF#15 2ND HALF 2021 GALANTE 410441 20220109 4742.6397 DEVELOPER ASSISTANCE TIF#15 PARKSIDE VILLAGE 103,320.20 311383 1/12/2022 101055 BIRD,WILLIAMA 56.24 B BIRD MILEAGE SEPT-DEC 410078 20211218 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT 58.24 311384 111212022 150980 BONDESON,DOUG 32.48 BONDESON MILEAGE DECEMBER 2021 410402 20211222 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 32.48 311385 1/1212022 100296 BREAKTHRU BEVERAGE MIN-BEER 3,187.55 BEER#1 00000105 410151 342239576 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 29.60- CMBEER#1 00000105 410152 342239576 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,975.15 BEER#2 00000105 410161 342286852 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 274.85- CMBEER#2 00000105 410162 342286652 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 6,461.50 BEER#3 00000105 410167 342298680 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 14,204.95 BEER#1 00000105 410153 342320049 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 479.70- CMBEER#1 00000105 410154 342320049 S015.6530 BEER LIQUOR#1 STOCK P'—"RASES R55CKR2 L___.3101 CITY OFAPPL .LEY 1/12/20. J0:45 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311385 1/1212022 100296 BREAKTHRU BEVERAGE MIN-BEER Continued... 2,716.65 BEER#2 00000105 410163 342370435 5055,6530 BEER LIQUOR#2 STOCK PURCHASES 76.80- CMBEER#2 00000105 410164 342370435 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 5,476.75 BEER#3 00000105 410168 342376056 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 49.20- CMBEER#3 00000105 410169 342376056 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 8,255.75 BEER#1 00000105 410155 342398699 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 720.00- CMBEER#1 00000105 410156 342398699 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 132.40 BEER#1 00000105 410157 342398700 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 21.60- CMBEER#1 00000105 410158 342398700 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,647.55 BEER#2 00000105 410165 342464470 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 29.00- CMBEER#2 00000105 410166 342464470 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 12,828.40 BEER#3 00000105 410170 342479367 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 320.40- CMBEER#3 00000105 410171 342479367 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 14,246.85 BEER#1 00000105 410159 342496967 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 979.10- CMBEER#1 00000105 410160 342496967 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 69,153.25 311386 1/12/2022 156979 BREMER ELECTRIC 1.00 PRTL RFND FOR 7150 157TH ST W 410065 20211227 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 26.12 PRTL RFND FOR 7150 157TH ST W 410065 20211227 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 29.12 311387 1/12/2022 156687 BROKEN CLOCK BREWING COOPERATIVE 168.00 BEER#1 00052795 410149 5901 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 168.00 BEER#1 00052795 410150 5942 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 336.00 311388 1/12/2022 100082 BURNSVILLE,CITY OF 4,000.00 ANNUAL OPERATING-ABLE FACILITY 410437 202200000001 1310.6266 REPAIRS-BUILDING FIRE TRAINING 4,000.00 311389 1/12/2022 155704 COMPASS MINERALS AMERICA INC 1,749.52 WHITE ROAD SALT(24.37 T) 410378 911108 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 10,199.92 WHITE ROAD SALT(142.08 T) 410108 915190 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 5,339.74 WHITE ROAD SALT(74.38 T) 410110 916098 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 17,289.18 311390 1/12/2022 143882 CULLIGAN 278.40 HAYES WATER SOFTNER SALT 410082 157985475324DEC 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 21 278.40 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Dale Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311390 1/1212022 143882 CULLIGAN Continued... 311391 1/12/2022 123765 DAKOTA COUNTY TECHNICAL COLLEGE 2,875_00 EMERGENCY RESPONSE DRIVING(23) 410379 185185 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 2,875.00 311392 1/12/2022 100434 DOUGHERTY MOLENDA SOLFEST HILL 911.37 2021 DATA PRACTICES REQUESTS 410366 202898 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 568.81 APPLEWOOD POINTE SENIOR COOP T 410365 202899 4502.6231 2019146G LEGAL SERVICES IMPROVEMENTS-ASSESSED 646.39 AT&T REVIEW-CROWN CASTLE 410364 202900 1000.2430 2005 ANTENNA LEASE ESCROWS GENERAL FUND BALANCE SHEET 310.27 AV GALAXIE PARTNERS 410363 202901 4502.6231 2021160G LEGAL SERVICES IMPROVEMENTS-ASSESSED 3,240.47 CENTRAL MAINT REMODEL 410362 202902 4422.6231 2021154G LEGAL SERVICES '21 FACILITIES CIP 184.69 CIVIL COURT-DATA PRACTICES-LB 410361 202903 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 33.58 CODE VIOLATIONS-MISC 410360 202904 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 155.14 COWBOY JACKS PD AMEND 410359 202905 4502.6231 2021181G LEGAL SERVICES IMPROVEMENTS-ASSESSED 1,008.35 EAGLE BROOK CHURCH 410358 202906 4502.6231 2021147G LEGAL SERVICES IMPROVEMENTS-ASSESSED 1,779.74 FIRE STATION REMODEL 410357 202907 4422.6231 2021170G LEGAL SERVICES '21 FACILITIES CIP 413.69 KARAMELLA-OPUS AV INDUSTRIAL 410356 202908 4502.6231 2022115G LEGAL SERVICES IMPROVEMENTS-ASSESSED 621.23 MILLER FARMS-CODE ENF ISSUE 410355 202909 1050.6231 2019138G LEGAL SERVICES LEGAL GENERAL SERVICES 117.53 MIXED BUSINESS CAMPUS FEASIBIL 410354 202910 4502.6231 2020134G LEGAL SERVICES IMPROVEMENTS-ASSESSED 180.99 MY SALON SUITES 410353 202911 4502.6231 2021151G LEGAL SERVICES IMPROVEMENTS-ASSESSED 235.06 NATL OPIOID SETTLEMENT 410352 202912 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 77.66 APPEAL OF MOTION DENIAL-N.P.P. 410351 202913 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 117.53 NORTH CREEK GREENWAY JPA-DC 410350 202914 1050.6231 2021150P LEGAL SERVICES LEGAL GENERAL SERVICES 180.99 ORCHARD PL(CAR WASH) 410348 202915 4501.5078 2020134G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 594.67 ORCHARD PLACE 2 ROCKPORT 410349 202915 4501.5078 2020134G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 775.66 PHS AV SENIOR HOUSING EASEMENT 410347 202916 4502.6231 2016145G LEGAL SERVICES IMPROVEMENTS-ASSESSED 302.22 SCHMITT MUSIC LEASE 410346 202917 2092.6231 LEGAL SERVICES EDUCATION BUILDING FUND 620.52 U-HAUL PD AMEND&CUP 410345 202918 4502.6231 2021175G LEGAL SERVICES IMPROVEMENTS-ASSESSED 755.55 VALLEYWOOD DESIGN-NORBY 410344 202919 5105.6231 LEGAL SERVICES GOLF MANAGEMENT 25.00 AV GENERAL CIVIL MATTERS 410367 202937 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 268.25 AV GENERAL CRIMINAL MATTERS 410368 202939 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 14,125.36 311393 1/1212022 153159 DREKKER BREWING CO 1,218.66 BEER#3 00052472 410232 13715 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,218.66 311394 1/12/2022 150722 EMERGENCY SERVICES MARKETING C 810.00 I AM RESPONDING SYS ANNUAL FEE 410442 20220105 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 810.00 R55CKR2 L._.d101 CITY OFAPPL. _LEY 1/12/20. ,0:45 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311394 1/1212022 150722 EMERGENCY SERVICES MARKETING C Continued... 311395 1/12/2022 156917 EMMONS&OLIVIER RESOURCES INC 9,177.80 LONG/FARQUAR POND FEASIBILITY 410377 127800062 5505.6235 2021148D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 9.177.80 311396 1/12/2022 129243 FENDLER PATTERSON CONSTRUCTION 39,811.00 NEW OUTDOOR SIGNAGE&PAINTING 408578 211831 5065.6740 CAPITAL OUTLAY-MACH/EQ/OTHER LIQUOR#2 OPERATIONS 18,420.00 BREAKROOM REMODEL 410438 211921 5025.6740 CAPITAL OUTLAY-MACH/EQ/OTHER LIQUOR#1 OPERATIONS 58,231.00 311397 1112/2022 156978 FENSKE,BETH 120.00 PANTS(FENSKE) 410070 20211227 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 120.00 311398 1/12/2022 150163 GALLS 660.41 SAHLOT UNIFORMS 410380 20107055 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 660.41 311399 1/12/2022 100314 GREAT LAKES COCA-COLA DISTRIBU 442,86 TAX#3 00000122 410235 3608215085 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 562:02 TAX#1 00000122 410234 3646213679 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 555.86 TAX#1 00000122 410233 3646213911 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,560.74 311400 1/12/2022 100222 HACH COMPANY 43.05 PH SOLUTION 500 ML 410399 12800010 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 43.05 311401 1/1212022 101169 HAWKINS,INC. 1,158.00 CHLORINE FOR H2O DISINFECTION 410430 6086968 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 1,158.00 311402 1112/2022 100231 HOHENSTEINS INC 260.00 BEER#2 00005574 410246 467028 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 716.30 BEER#1 00005574 410242 467237 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 25.20 TAX#1 00005574 410243 467237 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,354.00 BEER#3 00005574 410248 467238 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 29.95 TAX#3 00005574 410249 467238 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 789.00 BEER#1 00005574 410244 468955 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 54.00 TAX#1 00005574 410245 468955 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311402 1/12/2022 100231 HOHENSTEINS INC Continued... 1.941.40 BEER#3 00005574 410250 468956 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 222.90 TAX#3 00005574 410251 468956 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 235.50 BEER#2 00005574 410247 470584 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 230.10 BEER#3 00005574 410252 470585 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 5,858,35 311403 1/12/2022 144088 INDEED BREWING CO 251.85 BEER#3 00051420 410239 196532 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 224.50 BEER#1 00051420 410237 196533 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 205.80 BEER#2 00051420 410238 196962 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 228.65 BEER#3 00051420 410240 196964 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 176.20 BEER#3 00051420 410241 197369 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 212.25 BEER#1 00051420 410236 197381 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,299.25 311404 1/12/2022 120553 INTEGRATED LOSS CONTROL,INC. 126,00 SAFETY CONSULTANT 2022 JAN 410458 147051 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 126,00 311405 1/12/2022 101796 INTERSTATE BATTERY SYSTEM OF M 198.45 BATTERY 2020 SQUADS 410428 180031517 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 198,45 BATTERY#4971 410428 180031517 1350.6216 VEHICLES-TIRES/BATTERIES FIRE VEHICLE MAINTENANCE 396.90 311406 1/12/2022 100013 J J TAYLOR DISTRIBUTING CO OF 10,80- CMBEER#3 00000116 410285 3226198 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 12.65- CMBEER#3 00000116 410286 3232418 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 4,946.65 BEER#3 00000116 410281 3262021 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 177.55 TAX#3 00000116 410282 3262021 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 410283 3262021 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 410284 3262021 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 7,002.65 BEER#1 00000116 410253 3262022 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 124.30 TAX#1 00000116 410254 3262022 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 410255 3262022 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 410256 3262022 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,883.50 BEER#2 00000116 410265 3262031 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 109.50 TAX#2 00000116 410266 3262031 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3,00 FREIGHT#2 00000116 410267 3262031 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 410268 3262031 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3,104.00 BEER#3 00000116 410277 3262055 185.6530 BEER LIQUOR#3 STOCK' RASES R55CKR2 L..._.0101 CITY OF APPL, -LEY 1/12/20k J0:45 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311406 1/12/2022 100013 J J TAYLOR DISTRIBUTING CO OF Continued... 118.90 TAX#3 00000116 410278 3262055 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 410279 3262055 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 410280 3262055 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 128.50 WINE#1 00000116 410257 3262058 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 5,274.80 BEER#1 00000116 410258 3262058 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 410259 3262058 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 410260 3262058 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 34.25 WINE#2 00000116 410269 3262059 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,314.75 BEER#2 00000116 410270 3262059 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 17.00 TAX#2 00000116 410271 3262059 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 410272 3262059 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 410273 3262059 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,039.20 BEER#3 00000116 410287 3262097 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 410288 3262097 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 410289 3262097 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 8,996.40 BEER#1 00000116 410261 3262103 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 269.90 TAX#1 00000116 410262 3262103 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 410263 3262103 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 410264 3262103 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,248.05 BEER#2 00000116 410274 3262108 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 410275 3262108 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 410276 3262108 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 42,766.45 311407 1/12/2022 151432 KARAMELLA,LLC 31,936.11 TIF#17 2ND HALF 2021 TIF PMT 410439 20220109 4748.6397 DEVELOPER ASSISTANCE TIF#17 KARAMELLA 31,936.11 311408 1/12/2022 145922 KLAUSLER,TIMOTHY WILLIAM 68.32 KLAUSLER MILEAGE DECEMBER 2022 410404 20211221 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 68.32 311409 1/12/2022 151278 KLINE,HARRY 15.12 KLINE MILEAGE DECEMBER 2021 410403 20211209 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 15.12 311410 1/12/2022 119832 KNUTSON,SUSAN 721.55 UB REFUND 14128 HEYWOOD PATH 410089 20220103BB 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 721.55 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311411 1/12/2022 156992 LARREGUI,JOHEL Continued... 10.31 UB REFUND 7021 146TH ST CT W 410448 20220106A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 10.31 311412 1/12/2022 116371 LOFFLER COMPANIES INC(CONT I 75.00 PRINTER TONER&MAINTENANCE 410455 3914482 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 75.00 311413 1/12/2022 100580 MAMA 45.00 MAMA DUES-LAWELL 410450 20220104 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 45.00 311414 1/12/2022 100309 MENARDS 35.70 WATER TRUCK PIPE PATCH 410066 28922 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 11,96 CART PINS 410063 28980 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 39.33 ANT KILLER 410412 29157 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 19.05 CEMETERY KWICKSEAL,GLOVES 410457 29216 5605.6229 GENERAL SUPPLIES CEMETERY 8.61 BACKWIRE OUTLET(DAN) 410460 29351 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 114.65 311415 1/12/2022 101749 MET-CON CONSTRUCTION,INC. 3,702.15 LEBANON COVRD SHELTER PMT#8 410097 20211231 5605.6740 2020117G CAPITAL OUTLAY-MACH/EQ/OTHER CEMETERY 3,702.15 311416 1/12/2022 156194 METRO ALARM&LOCK 144.62 ALARM MONITORING-FEB-APR 410091 45878 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR#3 OPERATIONS 144.62 311417 1/1212022 144553 MITCHELL1 5,072.52 MITCHELL1 ON LINE MANUALS 410112 26881041 1530.6399 OTHER CHARGES FLEET&BUILDINGS-CMF 5,072.52 311418 1/12/2022 100336 MN DEPT OF PUBLIC SAFETY 3,000.00 CJDN ACCESS FEE 410431 685207 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 3,000.00 311419 1/12/2022 100575 MN STATE FIRE CHIEFS ASSOCIATION 280.00 MEMBERSHIOPS DUES MSFCA 410073 3276 1300.6260 DUES&SUBSCRIPTIONS FIRE MANAGEMENT 280 00 311420 1/12/20" 151869 MODIST BREWING CO LLC R55CKR2 L i101 CITY OFAPPL. _LEY 1/12/20. J0:45 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311420 1/12/2022 151869 MODIST BREWING CO LLC Continued... 533.25 BEER#3 00052303 410309 27493 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 176_25 BEER#1 00052303 410305 27721 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 67.00- CMBEER#1 00052303 410306 27721 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 240.00 BEER#3 00052303 410310 27725 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 134.00- CMBEER#3 00052303 410311 27725 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 119.25 BEER#2 00052303 410308 27726 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 67.00 BEER#1 00052303 410307 27797 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 134.00 BEER#3 00052303 410312 27798 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,068.75 311421 1/12/2022 102092 MRPA 55.00 MRPA ANNUAL MEETING-PERKINS 410100 20220105 1700.6275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MANAGEMENT 55.00 311422 1/12/2022 100995 NAPA AUTO PARTS 87.80 TRANS FLUID#402 410425 5763849047 5390.6212 MOTOR FUELS/OILS SWR EQUIP/VEHICLE MISC MNTC/RP 6.32 OIL FILTER#696 410429 5763849610 1013.6215 EQUIPMENT-PARTS CODE ENFORCEMENT 6,32 OIL FILTER#107 410429 5763849610 1400.6215 EQUIPMENT-PARTS INSPECTIONS MANAGEMENT 100.44 311423 1/12/2022 149064 NEO ELECTRICAL SOLUTIONS 4,790.00 ELECTRICAL FOR MONUMENT SIGN 410432 10816 4427.6249 2021177P OTHER CONTRACTUAL SERVICES VALLEYWOOD IMPROVEMENTS 4,790.00 311424 1/12/2022 156974 NORTHWESTERN UNIVERSITY CENTER FOR PUBLI 36 00 SPSC CRAD LUNCHEON-DAHLSTROG 410419 27060 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 36.00 311425 1/12/2022 114052 NOVACARE REHABILITATION 120.00 PRE EMPLOYMENT TESTING 410088 845117623A 5365.6249 OTHER CONTRACTUAL SERVICES SEWER MGMT/REPORTS/DATA ENTRY 120.00 311426 1/12/2022 155678 O'NEIL,TAD 58.95 COLLECTION SD EXAM-ONEIL 410077 20211222 5365.6280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENTRY 58.95 311427 1/12/2022 100648 OTTO,KENNETH N 84.56 NOV/DEC MILEAGE-OTTO 410099 20211229 1900.6277 MILEAGE/AUTO ALLOWANCE AV COMMUNITY CENTER 84.56 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311428 1/12/2022 156797 PORTAGE BREWING COMPANY Continued... 247.50 BEER#3 00052810 410313 1450 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 58.50 BEER#3 00052810 410314 1460 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 306.00 311429 1/1212022 101500 PREMIUM WATERS INC 22.50 WATER 410395 318542983 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 22.50 311430 1/12/2022 101797 RCM SPECIALTIES INC 80.50 ASPHALT EMULSION OIL 410085 8329 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 80.50 311431 1/12/2022 149126 RED BULL DISTRIBUTION COMPANY 49.00 TAX#2 00052064 410317 2001249776 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 153.50 TAX#1 00052064 410315 5000816233 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 71.25 TAX#2 00052064 410316 5000833027 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 180.00 TAX#3 00052064 410318 5000841650 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 453.75 311432 1/12/2022 100042 ROTARY CLUB OF APPLE VALLEY 62,50 ROTARY DUES-4TH QTR-NORDQUIST 410464 2174 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 170.50 ROTARY MEALS-4TH QTR-NORDQUIST 410464 2174 1100.6275 SCHOOLS/CONFERENCES/EXP LOCAL DEV MANAGEMENT 62.50 4TH QTR DUES-RECHTZIGEL 410071 2185 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 170.50 4TH QTR MEALS-RECHTZIGEL 410071 2185 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 466.00 311433 1112/2022 156994 SCHLOMKAS VAC TRUCK SERVICE,INC 82,030.00 FINAL PAY#1 SUMP BASIN CLEAN 410373 20211129 5505.6249 2021140D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 82,030.00 311434 1/12/2022 100478 SECURITAS ELECTRONIC SECURITY INC 131.70 HCSC ALARM-JAN-MAR 410446 7000872764 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 131.70 311435 1112/2022 100432 SEH ENGINEERS 500.07 TELECOM QUARRY POINT MONOPOLE 410104 417372 1000.2430 20053032 ANTENNA LEASE ESCROWS GENERAL FUND BALANCE SHEET 500.07 311436 1/12/2022 123232 SESAC INC 1,025.00 MUSIC LICENSING 2022 410090 10532335 ^700.6280 DUES&SUBSCRIPTIONS PARK&RECREATIO,' -"NAGEMENT R55CKR2 L. i101 CITY OFAPPL. .LEY 1/12/20: J0:45 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unil 311436 1/12/2022 123232 SESAC INC Continued... 1,025.00 311437 1/12/2022 154912 SP3 LLC 429.50 BEER#3 00052668 410322 129678 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 582.75 BEER#3 00052668 410321 130103 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 269.00 BEER#3 00052668 410319 130959 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 28.00- CMBEER#3 00052668 410320 130959 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,253.25 311438 1/12/2022 156993 THAI WHITE,TU OUYNH 54.14 UB REFUND 15789 FLAN CT 410449 20220106E 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 54.14 311439 1/12/2022 156990 TOPLINE ADVERTISING INC 105.63 APP REFUND 15620 ENGLISH 410405 20220106 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 105.63 311440 111212022 140794 UPONOR 26,833.09 TIF#16 2ND HALF 2021 TIF PMT 410451 20220109 4745.6397 DEVELOPER ASSISTANCE TIF#16 UPONOR ANNEX 26,833.09 311441 1/12/2022 152720 VERIZON 1,440.20 GPS FOR FLEET(76) 410113 601000023405 1530.6237 TELEPHONE/PAGERS FLEET&BUILDINGS-CMF 1,440.20 311442 1/12/2022 100631 VERIZON WIRELESS 40.01 PW WIRELESS DATA 410444 9894351944 1500.6237 TELEPHONE/PAGERS PW MANAGEMENT 41.50 SHOP CELL PHONE DEC 410444 9894351944 1530.6237 TELEPHONE/PAGERS FLEET&BUILDINGS-CMF 41.50 PK CELL PHONE DEC 410444 9894351944 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 41.50 HCSC CELL PHONE DEC 410444 9894351944 1920.6237 TELEPHONE/PAGERS SENIOR CENTER 75.02 IT WIRELESS DATA 410444 9894351944 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 80.02 CODE WIRELESS DATA 410444 9894351944 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 83.00 ADM CELL PHONE DEC 410444 9894351944 1010.6237 TELEPHONE/PAGERS ADMINISTRATION 83.00 CODE CELL PHONE DEC 410444 9894351944 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 120.03 PK WIRELESS DATA 410444 9894351944 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 124.50 STR CELL PHONE DEC 410444 9894351944 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 124.50 INSP CELL PHONE DEC 410444 9894351944 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 124.50 ENG CELL PHONE DEC 410444 9894351944 1510.6237 TELEPHONE/PAGERS PW ENGINEERING&TECHNICAL 160.06 INSP WIRELESS DATA 410444 9894351944 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 160.19 ENG WIRELESS DATA 410444 9894351944 1510.6237 TELEPHONE/PAGERS PW ENGINEERING&TECHNICAL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 311442 1112/2022 100631 VERIZON WIRELESS Continued... 166,00 FIRE CELL PHONE DEC 410444 9894351944 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 184.62 REC CELL PHONE DEC 410444 9894351944 1700.6237 TELEPHONE/PAGERS PARK&RECREATION MANAGEMENT 400.10 REC WIRELESS DATA 410444 9894351944 1700.6237 TELEPHONE/PAGERS PARK&RECREATION MANAGEMENT 593.03 FIRE WIRELESS DATA 410444 9894351944 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 680.17 STR WIRELESS DATA 410444 9894351944 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 1,400.44 POL WIRELESS DATA 410444 9894351944 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 150.04 GOLF WIRELESS DATA 410444 9894351944 5105.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 20.75 UTIL ON-CALL CELL PHONE DEC 410444 9894351944 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 20.75 UTIL ON-CALL CELL PHONE DEC 410444 9894351944 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 34.13 UB CELL PHONE DEC 410444 9894351944 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 73.62 UB CELL PHONE DEC 410444 9894351944 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 83.00 UTIL CELL PHONE DEC 410444 9894351944 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 83.00 UTIL CELL PHONE DEC 410444 9894351944 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 658_72 UTIL WIRELESS DATA 410444 9894351944 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 40.01 STORM WIRELESS DATA 410444 9894351944 5505,6237 TELEPHONE/PAGERS STORM DRAIN MNTCIRPR/SUMPS 124.50 STORM CELL PHONE DEC 410444 9894351944 5505.6237 TELEPHONE/PAGERS STORM DRAIN MNTC/RPR/SUMPS 6,012.21 311443 1/12/2022 134920 VISUAL COMMUNICATIONS 500.00 BUILDING SIGN REPLACEMENT 410400 12181 5065,6740 CAPITAL OUTLAY-MACH/EQ/OTHER LIQUOR#2 OPERATIONS 500.00 311444 1/12/2022 103190 W W GOETSCH ASSOC INC 2,540.54 CASING REPLACEMENT POOL PUMPS 410096 107308 1750.6265 REPAIRS-EQUIPMENT PARK POOL MAINTENANCE 2,540.54 311445 1/12/2022 156991 WHEELER LUMBER LLC 9,005.40 CEDAR ISLES BRIDGE BOARDS 410433 1340035499 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 9,005.40 311446 1112/2022 100363 XCEL ENERGY 79.91 SL ELECTRIC JCRR NORTH CR42 410093 5100130856011DE 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND C21 128.51 SL ELECTRIC-147TH&JCR 410094 5104562347DEC21 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 268.52 POL GUN RANGE ELECTRIC 410092 5158758142DEC21 1255.6255 UTILITIES-ELECTRIC POLICE GUN RANGE 476.94 311447 1/12/2022 109061 ZEP VEHICLE CARE INC 35.18- FIRE SALES TAX ADJUST 410436 9006997654 1350.6229 GENERAL SUPPLIES FIRE VEHICLE MAINTENANCE 35.18 FIRE SALES TAX ADJUST 410436 9006997654 100.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BA' =SHEET R55CKR2 L _,0101 CITY OF APPL. _LEY 1/12/20. 30:45 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unil 311447 1/12/2022 109061 ZEP VEHICLE CARE INC Continued... 528.94 (4)VEHICLE SOAP 410436 9006997654 1350.6229 GENERAL SUPPLIES FIRE VEHICLE MAINTENANCE 528.94 20220101 1/12/2022 148841 FURTHER 31.87 FLEX SPENDING MEDICAL 2021 410369 40079427 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 18,301.11 FLEX SPENDING DAYCARE 2021 410369 40079427 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 18,332.98 20220102 1/7/2022 148015 EMPOWER 150.00 MNDCP-ROTH 457 CONTRIBUTIONS 410030 105229572410 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 940.00 MNDCP-457 CONTRIBUTIONS 410030 105229572410 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,090.00 20220103 1/7/2022 148869 EMPOWER(HCSP) 626.48 SERGEANT HCSP FUNDING-GROSS WA 410032 105229572412 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 980.22 ADMIN HCSP FUNDING-GROSS WAGES 410032 105229572412 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,404.83 POLICE HCSP FUNDING-GROSS WAGE 410032 105229572412 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 8,837.89 HCSP FUNDING-ANN LV/COMP 410032 105229572412 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 12,849.42 20220104 1/10/2022 102664 US BANK 13,054.78 EMPLOYEE MEDICARE 410040 10522957248 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 13,054.78 CITY SHARE MEDICARE 410040 10522957248 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 30,609.07 EMPLOYEE FICA 410040 10522957248 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 30,609:07 CITY SHARE FICA 410040 10522957248 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 114,203:08 FEDERAL TAXES PR 410040 10522957248 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 62.07 ADDITIONAL TAX DEP FEDERAL TAX 410370 20220110 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 201,592.85 20220105 1/7/2022 101238 MINNESOTA CHILD SUPPORT PAYMEN 121.50 CHILD SUPPORT DEDUCTIONS 410038 10522957246 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 397.50 CHILD SUPPORT DEDUCTIONS 410039 10522957247 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 519.00 20220106 1/10/2022 100657 MN DEPT OF REVENUE 45,025.68 STATE TAX WITHHOLDING 410037 10522957245 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 19.56 ADDITIONAL TAX DEP STATE TAX 410371 20220110 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 45,045.24 20220107 1/10/2022 100392 PUBLIC EMPLOYEES RETIREMENT AS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2022 11:50:45 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20220107 1/1012022 100392 PUBLIC EMPLOYEES RETIREMENT AS Continued... 75,345.64 EMPLOYEE SHARE PERA 410036 10522957244 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 102,329.79 CITY SHARE PERA 410036 10522957244 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 177,675.43 20220108 1/1012022 148841 FURTHER 5,349.91 HSA EMPLOYEE FUNDING 410031 105229572411 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 5,349.91 20220109 1/3/2022 148841 FURTHER 5,000.00 FLEX SPENDING DAYCARE 2021 410372 40075713 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 5,000.00 20220110 117/2022 151440 VANTAGEPOINT TRANSFER AGENTS 2,230.50 ROTH 457-PLAN#301171-FIRE TOO 410033 105229572413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,230.50 20220111 1/712022 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 29,420.02 ICMA-PLAN#301171-FIRE TOO 410034 10522957242 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 29,420.02 20220112 1/7/2022 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,997.47 ROTH IRA-PLAN#705481 410041 10522957249 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,997.47 R55CKR2 Lv ,6101 CITY OFAPPL, _LEY 1/12/20k J0:45 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 1/3/2022 -- 1/14/2022 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20220113 1/11/2022 156146 US BANK-ETRANS 1,000,000.00 TRANSFER FROM MNY MKT TO CHECK 410473 717901 2000.1010 CASH AND INVESTMENTS INVESTMENT FUND BALANCE SHEET 1,000,000.00 2,644,455.62 Grand Total Payment Instrument Totals Checks 791,545.33 EFT Payments 1,502,102.82 A/P ACH Payment 350,807.47 Total Payments 2,644,455.62 11111 \`\ v ti ��� ti f Do I :� 1 ti r. I. r f R55CKS2 CITY OFAPPL. ..EY 1/12/20 101 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 1/3/2022 - 1/14/2022 Company Amount 01000 GENERAL FUND 187,225.83 02000 INVESTMENT FUND 1,000,000.00 02010 CABLE TV RESERVE FUND 235.88 02090 PARTNERS IN EDUCATION 302.22 04420 '21 FACILITIES CIP 5,020.21 04425 VALLEYWOOD IMPROVEMENTS 4,790.00 04500 CONSTRUCTION PROJECTS 4,926.62 04735 TIF#14 AV BUSN CAMPUS 88,739.43 04740 TIF 15 PARKSIDE VILLAGE 271,132.29 04743 TIF#16 UPONOR ANNEX 26,833.09 04746 TIF#17 KARAMELLA 31,936.11 05000 LIQUOR FUND 320,698.71 05100 GOLF FUND 1,198.22 05200 ARENA FUND 5,253.35 05300 WATER&SEWER FUND 54,475.34 05500 STORM DRAINAGE UTILITY FUND 115,625.97 05600 CEMETERY FUND LEVEL PROGRAM 12,055.92 05800 STREET LIGHT UTIL FUND 8,783.61 09000 PAYROLL CLEARING FUND 505,222.82 Report Totals 2,644,455.62 ti 1 • ITEM: 5.A. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Regular Agenda Description: Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 112,170 Sq. Ft. Industrial Building on Northwest Corner of Johnny Cake Ridge Road and 147th Street W. Staff Contact: Department/ Division: Alex Sharpe, Planning and Economic Dev. Spec. Community Development Department Applicant: Project Number: Opus Development Group PC21-30-B Applicant Date: 11/17/2021 60 Days: 1/16/2022 120 Days: 3/18/2022 ACTION REQUESTED: Adopt resolution approving site plan/building permit authorization to construct a 112,170 sq. ft. industrial building at the northwest corner of Johnny Cake Ridge Road and 147th St. W. SUMMARY: Opus Development Company, LLC, has applied for site plan and building permit authorization for construction of a 112,170 sq. ft. industrial building on a 8.21- acre site located along the north side 147th Street West and west of Johnny Cake Ridge Rd. and the Abdallah Candies facility. The property's current legal description is Outlot A, Karamella Addition. The site is currently vacant and has two access points off of 147th St. W, both are fixed due to spacing requirements. The building is being proposed as a speculative industrial building as tenants have not yet been identified. Minor changes to the building are possible in the future to accommodate potential users. Dakota County has identified the western portion of the site for the Dakota County Greenway trail. A 25' easement is shown, which meets Dakota County requirements. The site is an outlot and will require a final plat application prior to the City being able to issue a building permit. Grading can occur by the owner of record. No utilities or improved infrastructure can be constructed until a final plat is approved by the City Council and other appropriate permits have been issued. The Planning Commission unanimously recommended approval of the site plan/building permit authorization on January 5, 2022. BACKGROUND: Site Plan The building at the proposed 112,170 sq. ft. includes 28 potential truck bays. The applicant has noted that it is possible not all of these will be constructed based on the tenant mix. Site circulation was evaluated by the City Engineer both internally, and on public streets. Utilizing the projected traffic counts from this development and the traffic projections provided when Abdallah was constructed in 2016, projected and planned expansion at Abdallah is addressed. There are no site circulation conflicts for both employees, visitors, and trucks. Comprehensive Guiding and Zoning The site is guided for industrial and zoned I-2 "General Industrial". The applicant has been sent a copy of the ordinance for permitted and conditional uses to assist in the identification of tenants. The use of the site in the future may require a conditional use permit for the exterior storage of semi-trailers. This is consistent with other nearby developments, including the adjacent multi-tenant industrial when vehicles or materials are stored outside. Parking As the site is designed as a speculative development, parking demand cannot be fully determined at this time. Staff has evaluated the site to ensure that the maximum use/mix of business, warehouse, and distribution are sufficient for on-site parking. Proof-of-parking will also be available. The applicant currently shows a proof-of-parking area to the southeast portion of the site. This area may be required to be constructed at the time of building permit depending on the identified tenants/uses. Landscaping and Screening The building will be subject to landscaping requirements outlined in City Code for industrial buildings. This requires that 1.5% of the means construction cost of the building must be applied towards on-site landscaping. A bid list will be required at the time of building permit. The dock area may include future users that would seek to store semi-trailers overnight on the site. This would require a conditional use permit for exterior storage. Any exterior storage area will require screening through landscaping and/or an opaque fence. The site provides for additional landscaping along the eastern property line should this be required in the future. Building Elevations The proposed building consists of a concrete panel system. The building façade includes horizontal banding with coloration and texture changes to break the massing of the building, an important element due to the size and span of the walls. Similar vertical coloration changes in the materials further define building sections and provide visual interest. The City has also been consistent with the screening of mechanical equipment. As this is a speculative building, it can be difficult to determine the final location of HVAC units. As such, the applicant has provided a site-line study. This exhibit demonstrates areas of the building where HVAC equipment of varying heights cannot be viewed from 147th or the property lines. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Location Map Zoning Map Plan Set Elevations Exhibit Floor Plan Memo Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2022- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR APPLE VALLEY INDUSTRIAL—OPUS DEVELOPMENT COMPANY,LLC AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS,the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 5, 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 Industrial Opus Development Company,LLC 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. The Building Permit shall be applicable to property legally described as Outlot A, KARAMELLA ADDITION and subsequent legal descriptions of the property. 3. Construction shall occur in conformance with the site plan dated January 18, 2022. 4. Construction shall occur in conformance with the landscape plans dated January 18, 2022, (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 11/2%landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plan dated January 18, 2022. 6. 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. 7. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP)which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 8. Construction shall be in conformance with the lighting requirements of the City Code. 9. 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 erection of any signs. 10. Construction shall be limited to the hours of 6:00 a.m. to 7:00 p.m. Monday through Friday. 11. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 12. A bike rack in front of the building at a location that will not impede use of any sidewalk. 13. Subject to the City Engineer's memo dated January 18, 2022. 14. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 15. Construction shall be in conformance with lighting requirements in the City Code including downcast shoebox lighting. 16. Any overnight parking of vehicles or equipment shall require an exterior storage conditional use permit and effective screening. 17. 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. 18. 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 2 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. 19. 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 27th day of January, 2022. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 :, ..,_____._____.. ti .k fl K x F 142 N D ST W ... � { • r Alt 1 a - _ �: > 1'43RD STOW �� * _ Z , Q E wogs C J �1"i r_ r-,�c �;Q f f � 1 �� ..._ � � SITE ,� �= Li e. a . 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W * /�`W W 11� W W W W ` r r r r ' PROPOSED STORMWATER MANAGEMENT AREA - - =� + .r. I I R10.0 . log. . W . r r r r r , . .§ III ;.�I.W I it J .W ..ii.W. WW;=- W -W,�.. -- j I* • co '� .• , �,�r,.� \ \ I PROPOSED CONCRETE SIDEWALK III _ i i �W� • / TOE OFas WI rI W ~ I��� .. . I 1 . -I r r r r \ �, III WI.LIW.W } I .W.• W W W EXISTING POND o III I W ' W W .- - r r r r r ,, ,, ,, L W .v .v .v PROPOSED LANDSCAPE AREA -c U n -I,rI,. I \\\\;� I © I j Q ._, Z W I . . .--, r r r r r rI ray Y ,�.t ,�r y m O N . o * * i�• r I`I f r U I, I W W W r Y1 r� r ��' � J � 0 1 W i W 18.5' I � 1�W .I ,a__.1 r r r r r ` � � �,��'••��.�•'Yr� . �r r as U w o WI . ST-09 L . . �, �. .�: .'►, 'fir' III .I I. 62.3' � ,aI I ,--- r r _ _ _ _ _ _ _ ��,ogt,4 �r� 46NI I • . . • i r� rr 'T � r✓ r✓ r✓ r✓ r✓ r✓ r✓ r✓ ,, r.� r��-r r'�'r .�ri•PO PROPOSED RIPRAP coo III W1 I . O I MM O W W ' D&U * W I� ,1--1 r r r �� r r r r r r r ,--0 \ ii r�r.1-.'f r..,r rr�.!_x �.�_'_.�.�1: O > CO I.L. I ESMT W FFF . .I--I r r - 1 ,--' ,--' ,--' •--' z Q ¢ ate . I I t _' rrrrrrrrr EXISTING POND -a d W1• II. . I ST-06 W W t W. W I--' -1--^ rrr ,. �rrrrrrrr rrrrr 0 w � .i.II*** I . �I .- - WW�,' . '�W� .I--Arrrr .� I /l „ r r r r r r r r / E w p III WA IW O .W�,*W I +� ` '� r r r r r r r r r r r r / + PROPOSED NO SNOW STORAGE"AND BUFFER SIGNAGE PER = o a III WI•rI-*W I . 55' . .W `. I J •W• t W I--' '�--� r r r r - r� r r r r r r / CITY DETAIL PLATE GEN-9 AND CITY ORDINANCE 152.57 a>i ¢ III `I A I I I •ST-05 W * W I 1* * W 1 A-�I r r r r / / I v ° d - r r r r r r r r WI I . I . I .W . . .�� � •I--d .rrrr + 1*�WI I r r r r r r r O L,„ Y I I. 1I. . - . I I. v ..... -. !1* * 1*�, ," A r r r -, '--' - - - / I PROPERTYSUMMARY W .1�1 .--' r r - r r r r r r r I - c I . 13 . I - .mil . .W �. . W�, r r rrrrr / /� I vi Lu J W t o -L I. Irlw W 15 24' I "� r r APPLE VALLEY INDUSTRIAL m / WI W R4.5 . I ° - .W.W �. 'I . � .I�I .-� rrrrrrrrrr I Q Q nbI R4 5I I I i W• .I--, rI--I r r r r / - O A I . rr rrr / _ . I .t. a4 .1. 1 I±.. ` a . ..± W W• - '� '-' rrrrr } r r r -o- I TOTAL PROPERTY AREA 357,458 SF (8.2 AC) °' Co11......*1- ,4_, 't'I • . 'a--Irrrrrrrrrr / Z .I rI - A Q W I I V . 'W W W rrrrrAi, r r / I RIGHT OF WAY DEDICATION 0 SF (0.0 AC) ^ Q o O co.,:. 17/i() IWi`LIW. - I I � ,W �W.�.I--, .a--I .� rrrrrr / / / z w N �I.y� �W . I I . .� , 41 rrrrrrr / i 0.0 (OOOjOAC) ui _i LO I W rI�W I 0 ST-03 + 'W W W r r r r / / - IMPERVIOUS BEFORE DEVELOPMENT >it Z D - 0 1 1. I I. I - ( . I ST-02 • .�, .1--I r r r .� i p Y .I� I�.. I I I * • * •. �. . ,a�I r r r . / i 232,954 SF (5.3 AC) w = CO n .I I I . . . . �; •,� ,1_,1 r r r r r /4 PROPOSED IMPERVIOUS AREA (65 2�/a) CU w I- a I := I.�I.W. I I a .+ .10111k f "4-'I r r r r .1`.' '.'. 124,504 SF (2.9 AC) Y W .1. I I.W . ST-10 I I i • . .- W. '�..<�.�� 3 P/ WI rI,W' I ST-04 i .Y • -, '-�` W �� PROPOSED PERVIOUS AREA (34.8%) N 1WL . - O �. Ilip, © . W62.7'w .� .I--I r �/W /.� .. !� o1()' . `. TOTAL DISTURBED AREA 384,958 SF (8.8 AC) Oo I- IIW /� ib* D&U ' .I--4 ' r /W !!rC�/5. `W1 TI.W-W I \\ I a nW • W .ESMT.W W I--' .� .-�. ./. I.IW� . ' ,'I - ...W.W.I. . .� ,�,I . 1� I`W`w NWL:969.00 • * / � . W/ �., OVERALL SITE COMPOSITE CURVE NUMBER CN=87 E III .I--, .a--,I ST-01 �. li' ■ A .;' I IW.` �. I_ 0 © I .� . W �.'`,� < ZONINGSUMMARY r �' r . 16.5'BUFFER W�' '7._„w, r . .4. ' < u, L-ii .�W LIW.. ��i�l PROPOSED BUILDING W W,R10.0. p� i. 16�5'. . . .�.II• �' I ml . 1 100 YR HWL:976.44 .I--, .� • ��' � ' 12 - GENERAL 111 820 S.F. �. . . . yJ.W.W" ' EXISTING ZONING III .I&1*.W - ^O I FFE�= 988.00 O Imo.W W . . IW•.W.W.'I` 75' . IW '4.W •W 1 W*W .. i I�, w/I; . W ' INDUSTRIAL o II IOI<IIW . I 0 W Wlig .W.WLL LC n.W •W -W. .�.4. �W '• y PROPOSEDZONING 12 - GENERAL c I<I��I I I 20 W - 1W- -. w I = �I BUILDING DATA SUMMARY INDUSTRIAL . . l4.��, / ��o�IW.. I � . R10.0 N IST-15 � W�' ."�W��.' . ". "' I SIDE/REAR= 5' 0Imrl I ST-17 I a W . 1 • 11* - / -�' AREAS ROAD = 20' o ===JIoi' . I� 217' - = W• • • *1•/ • •w' • I PARKING SETBACKS aI: I W SIDE/REAR (RES): 20 I - ST-11 I I W• •W1-:-*.ii.-:-/ ' PROPOSED PROPERTY 357,458 SF 8.2 ACtl I 111 O . J ( ) ROAD = 40' • aWI_H. . . . I, o m WIW,IW W. I - W W W W W W W W`/ 4,w• I \ BUILDING AREA 112,170 SF (31.4/o OF TOTAL BUILDING SETBACKSSIDE = 10o Wi. 1 I. . 2) 20 I .W. W W ./ .I .1 PROPERTY AREA) REAR = 20' a> r m .W.W. r IWW SIDE (RES)- 60' r . `• W'`WI- I PARKING a 1.4.I.W. R4.5 . .W I �.LI) ,IWIWWW II O . . i W ��W�W� .�.� 1 �In I.W. - .e) R4.5 Q . .W1' 1 Wr.I•�,-ci .I`y - I . W .W .�.W. I REQUIRED PARKING 204 SPACES m 1' II-WW - - I-.W. I W1..1 • WI.i ', W• W '. ! `. .I W'W I �' TOTAL PARKING 204 STALLS II W;.tI.W. I�\II Ib014 - W WW• . • 1.• �IWPROOF OF PARKING 60 STALLS7 - I ST-18 I �.�. it W Z .�.W. I, a SITE PLAN NOTES z Ct o I H. n I I . i .�4, .I .,.� NET PROPOSED PARKING 144 STALLS 2 2 r W I I I . m t 1• III 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS 1- 0 a IV Y Wi.4. I �, } I I I n . W W •' .W•• WI.I I III U ADA STALLS REQ'D/ PROVIDED 7 STALLS/8 STALLS AND CODES AND O.S.H.A.STANDARDS. w .- N u) / I I i W "-L I �i o - -) CD W CD E ;� W1,II.WW ST-12 . . 4 �_. . .W.�� WI. III Q2E) OW ~ N < co } I' I (n ;'' P 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT Ln Q Q m CO wp W1.tI W I Q W. ST-20 .W�W.W. W L j o LOCATIONS AND DIMENSIONS OF VESTIBULES,SLOPE PAVING,SIDEWALKS, EXIT Q c, a W m o u, WIW�IW.. I I o . W I I �. 0 Q - o KEYNOTE LEGEND PORCHES,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING 2 w 6 z Y N I I I I - r ST-21 t I• III g o UTILITY ENTRANCE LOCATIONS. < in a w . 25.9' _18.5' - 18.5' 8' r W I W• Y co '- B612 CURB&GUTTER(TYP.), PER CITY OF APPLE VALLEY U w cc x N . 24' ® T��-�W �� III 0 o o U 1. I W W I ST-22 . . I %1 - IY o STANDARD PLATE 2-01 3. ALL INNER CURBED RADII ARE TO BE 3'AND OUTER CURBED RADII ARE TO BE 10' O a> I I W I TI,W* N■ I- r WI W i 1- 9 z w o O UNLESS OTHERWISE NOTED.STRIPED RADII ARE TO BE 5'. (v o ��\\ WSW+I W. \. 10' 12' m W .`WIC/ o a B CONCRETE SIDEWALK,SEE C401 I ` Q" I I 1- R30.0 I I 0 Q 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE o ��� W i. I.W. I C7 I I I R20.0 CO MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER NOTED. ��� I. . o L .IW! OH I I - Q ' I I III DO ACCESSIBLE CURB RAMP 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, (6 o I. II.W. I I I"11111MII REMOVED OR RELOCATED AS NECESSARY.ALL COST SHALL BE INCLUDED IN BASE CO ��\\ W iW yI.*W I Q I, © I i I R .0 EO ADA ACCESSIBLE SIGN.SEE C401 BID. ° \\\ I W I� I I.W I I _ ... . .W W. . . . . . . . . ` III FO ACCESSIBLE PARKING 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,(UNLESS ��� i W�� �I� W. I - I , W W W W W W W .W W� ` W W W W W W W W W W cn \ I DRAINAGE&UTILITY EASEMENT OTHERWISE NOTED ON PLANS)INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, .W.^.W.W 1 .I II' PER PLAT OF KARAMELLA ADDITION STORM DRAINAGE,SIGNS,TRAFFIC SIGNALS&POLES,ETC.AS REQUIRED. ALL o G AREA STRIPED WITH 4"SYSL @ 45°2'O.C. �\ W I. I'W. 17 OI I W SS-02 .r.W. . . ©.W.W W . W W W W .I i` O WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSCL J , .I r . 24' / I SS-03 I�... . . `. . .I W 6 WI I AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL 1•lIW W TYP . . HH STANDARD DUTY ASPHALT PAVEMENT,SEE INSET A, C401 0_ 0 . R4.5 I�� I .I COST SHALL BE INCLUDED IN BASE BID. *I. III- * �,. I 0_ © . . . . . . . .Vf.W. . . . . . . . . . . . .IWr I` INIMI I- .� W I 1 F. R4.5 6 I -- - -- - I. * * . . . . . . . . . .W. . W W W• I. .I I - - lO LANDSCAPE AREA SEE LANDSCAPE PLANS 7. SITE BOUNDARY,TOPOGRAPHY,UTILITY AND ROAD INFORMATION TAKEN FROM A Uai o ` IW+Iw` ____ W Q.....VW.. . . . . . . . . WLIW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• .. . .W . . WI. 1 I �� SURVEY BY WSB, DATED 09/28/2021. ' .� _i oN 1 WI,,.I I . W WI.W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .WST-23W. . . .I.I I• - JO FIRE DEPARTMENT CONNECTION Z o U o i I W W.i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .W.W. . . . . . . . . _ KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES,OR u) 4a > 70 N IIM WI*7Ij I`W I. . . . . . . . . . . . .I I. . . .I . . . . . . . . . . . .� W O . . .I `� il� w - - - - OK HEAVY DUTY CONCRETE PAVEMENT,SEE INSET B, C401 OMISSIONS CONTAINED THEREIN. O V a o QcN - yI .I+ y.I W. .. . . . . . . . . . . . . . . . . . . . . . . . . . . .W. W. . . . . .W. . . - -.-. J u �a�i w cNo W�,7I�"W --,W W W`'J W W�j W - - - -.- W- - - 41 j O w < OL HEAVY DUTY ASPHALT PAVEMENT, SEE INSET C, C401 8. TOTAL LAND AREA IS 8.206 ACRES. C O CO D W I• I 0 4.' I r . . . . . . W .,. _ �-W © W.W.W. . . . . . . . W_I 15.5' Q 9. PYLON/MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS.SIGNS ARE co c o O ).1.I Ifl . . .- . . . W -_ - _ _ _ - D&U I L MO CROSSWALK, SEE DETAIL SHOWN FOR GRAPHICAL&INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO �D�// o .I 24 W W . . . . . . .._ _ �-W . . . . . . .. - = _P.W=� . .+ . W.=• •J ESMT �r 29.8' I VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE II ES m ¢ I.I'lI . . . W _ . •_ r .W. . . . . . SS-01 . . - .y .. • • �W.-r .W ..W I li �1 ® TRANSFORMER PAD I_ 13 _ W -w _ _ *- �� CONSTRUCTION OF THE PYLON/MONUMENT SIGN. I. I I. 0 s - ST-24 . . . ... -. '^ Z (� i �`1 I� W.W. . • O R20.0 W s.` W W ._= _s.-4.- W . ,� W W,W�`W W, L4.c W -- - OO MONUMENT SIGN 10. CONTRACTOR SHALL REFERENCE ARCH/MEP PLANS FOR SITE LIGHTING AND v, E C m CD 0 .i1 it .W R5.0 R26.0 W W`W` .*.* = = y.-W-W� . . . . 7.26 _ _ _ - - - - _ _ - W - - • • . .W.W �/ ELECTRICAL PLAN. Z *1* I . R20.0 !• R5.0 �� 7 O / W . �� W ; " W �� °'` PO POTENTIAL FUTURE PATIO O -0 AI0, _ W - � - __ 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS,ABOVE AND CI t' W iW�I.W. , , - �W � _ ,28„ I =�W W`� Aj - :, © -- - ; Q QO CONCRETE DOLLY PAD UNDERGROUND STRUCTURES,OR OTHER OBSTRUCTIONS SHALL BE LOCATED U ow 11 WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS a I II W R5.0 , , - Qi/ W 6 -. ' c a I SPECIFICALLY NOTED ON PLANS OTHERWISE. �\�\\\\\ ® / / W -� 1 I OR BERM AND LANDSCAPE SCREENING V„I u TRAIL. �_ ST-25 i WO � I 1 ,jv�� d _I I 1 L 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY O J J ce o \\ W • ESMT y %B�Y� 10 GA i R20.0 Q I I V O BOUNDARY DIMENSIONS. l„L J .�/ 0 �/��' O S I S DOMESTIC WATER SERVICE QQ LLO C -o W . dhRooi_,,,..,----- I�- W V r �, IWQ M� S i . 44, ' 4 0. TO FIRE SERVICE 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. I- < co C58 01\L ✓ . r R20.0 / C v V♦ a Om � a .IW I W QCs��i��S� Wry . ' °� O -I- T ` n'ES �1 UO CONCRETE ENTRANCE, PER CITY DETAIL STR-5 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. Z 1 vvIIIc . . STRE V PROPOSED'NO SNOW STORAGE"AND BUFFER SIGNAGE PER 15. ALL PARKING STALLS TO BE 9'IN WIDTH AND 18.5'IN LENGTH UNLESS OTHERWISE J Cl-C,-I 0 I a ' TH O CITY DETAIL PLATE GEN 9 AND CITY ORDINANCE 152.57. . 47 W o / / W W ' 0 v 1p0 - - - Z a 41 /� ' X - 16. THERE ARE 0.00 ACRES OF WETLAND IMPACTS. a. - W 811 0 0 , '="' - \ y� , ® ALL CONTRACTORS MUST CONTACT-..---- Z w i / L 1 f1 GRAPHIC SCALE IN FEET IIS Q / GOPHER STATE CALL ONE a o 4 / 0 20 40 80 NORTH G a JI .ai =%'t�� MN TOLL FREE 1-800-252-1166 J a L. - �„ BEFORE CONSTRUCTION BEGINS � w SHEET NUMBER .. / %' - Know what's below. TWIN CITY AREA 651-454-0002 �/ H - ', Call before you dig. a_ C400 Y � c - - - _-- - OWNER:CITY OF APPLE VALLEY EOF:984.83� - - - - - LEGEND m a0 982 ADDRESS: 14255 JOHNNY CAKE RIDGE RD J84 -_ - - PROPERTY LINE 984 PID:01-32901-01-020 m _ C) RIM:984.35 ��, . r-� ra _ M �L _ _� _=_ _-_ _ - - - - LIMITS OF DISTURBANCE(OFFSET 3'FOR CLARITY) LLI INV:SW 978.90 �� �� W W W • W W W W W W W W W - r W W W W W •✓ W - 1- INV:S963.25 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W g84ACCESS, ID EXISTING CONTOUR (/) �/ INV: 956.10 Q NV:NW950.35V¢ W 986.01 W W W /g84 W MAX CROSS SLOPE T __NV:E �p +' `�' /� c/ y� RIM:982.25 C �_ '� I W C' W = W W W W W W W' W W W W W W W a.W.r W.r W a.W a. O W .r W.r W.r W.r W.r W W .r W W w w w W�w W ^Q�Z' 91ss'g82 �O 5% _� NV.SW9]3. 925 PROPOSED CONTOUR I✓_ ! JV POND MIN.8'WIDE, co W W W W W T 7 � -9 W g0 S -0 W 983.05 "�NE _ /A� n INV:S • L -� / \ -�� _ (. RIFACE 969.54 __ -- - O __. RE:984.10 98 V:TOPWEIRWAL 134 978- _ �e I- PROPOSED STORM MANHOLE I° I I 122 LF-18"RCP 263 LF-24"RCP , 1E:977.35 W 98\ _ ........... \,P I • , FES INV:980.11NE 984 ��' o `9cP CO 982.64 p O PROPOSED STORM MANHOLE CATCH BASIN I 0`b @ 0.50% ST-08 986 p} @ 0.73/o o} S ` IE:977.35 •SE 98 �� 976 _ �' \ I O I RE:985.96 N/ N/ 983.38 9i9 / \ I PROPOSED STORM 2'X 3"CATCH BASIN - - IE 979 78 S- o p I "If IE:979.28 E 987.90 �� 983.04 9�7( �� DM PROPOSED FLARED END SECTION u) i�'� ti W 98 �/ n 983.45 �,� ®g7g -974 \ Z - ------------_-- -- �� 987.04 �, qi -- __---- - - -- 111A` I I 975 `� M I > PROPOSED STORM SEWER O i/ 987.90 I 987.90 / 974-- '\ _ ` L ;' s, 986.52 988.00 , 987.31all- i FFE:987.99 988.00FFE:988.00 �� __ 982.85 97972 _��2 <1 100.00 PROPOSED SPOT ELEVATIONWo �� 986.90 �I 987.36 FFE:988.00 o , g82 g2 6�-971 l` 9) I MATCH EXISTING ELEVATIONfr 987.24 I ��- - , oo a) co n� -970 _ �� 0 Q 986.96 o o 0 0 / P` ME:0.0 �_ �Iy I I 1.66% 1 987 16 987.50 �-5�� ' ® 969 �‘ 96`40 4 I PROPOSED HIGH POINT ELEVATION _ II1 I -�� �� ��,�� 96 968- 8 _� (,HP:0.0}fix �I I lNWL:969.00 I - g7 ` I I 0.0% PROPOSED DRAINAGE DIRECTION _ III I I o i c84.0045I983<3 1- III ST09 to 0 - I \ v."- c 0 6 1.81/°I \ i G ,E � � � z / RE:986.62 157 LF-24"RCP I _ �� r r r r r 0.00% PROPOSED ADA SLOPE U O IE:980.39 S P IIII �� IIE:980.39N r r r r r 16.5'BUFFER \ wo 987.31 Aii o I r r r r r r r III I A BL o 1 \ It BIOROLL Z ,r, > co .r, c,, ,,z_ 00 w °) III IW W --- - ' i° 1.00% I 1.88%__,...._ . , 3:1 , o-N� r r r r r r r r r ` I .r,„„ c,. . . -o w a 7 �, I WI W W II 115 LF-18"HDPE 130 LF-12"H 1r- I • I I °' i �� r r r r r r r I 7I ; 1 INLET PROTECTION F7- 2 z 1ii o 987.40 I o @ 0.50% . 1.20% I II , I m r r r r r r r I1 of IrV-6, l ' SECTIONA-A, c Cn p III W W W o `��- "` ` C° r r r r r r r / // l J SEE SHEET C501 REMOVE TREE I / II X a I a a III IW I �o ° ST-06� 983.45� '' 1 1 r '- '- r r r r /To y !IWWWIWWW I I � 981.94 ST-05 I � 1 r' � rrrrrr / / I IIa) ¢ II �8 HP:987.11 IE:978.95 E o , 1 / / J EROSION CONTROL BLANKET d-WIW 984.00 I RE:981.94 0 / / I E IWWWIWWy I I IE:976.20NW r � rrrrrr / /A01 , 1 r ' _, ,__, / / / CONSTRUCTION ENTRANCE IE:977.39 W �, rrrrr 100-YR HWL:976.44OZ Z 987.18 FFE:986.00 °' U IE:976.20 S o / / j/HP:987.22 1 r � rrrr (n C I [Y r / / / /-� ���. r,�y!ri��fiaif�YY?:.if Y l it i I -- I-- 4� I v v N f r '� J r r r / /I : -'��y o'i�Yes...,'r'��0,410.14 PROPOSED RIPRAP I- 51 7 I Nti r r r / / ¢ ¢ 2 tio 'am 987.40 987.39 o o 1 r �� U O I . J , , O m / 987 40 987.39 1 166% o M I III i r GRADING PLAN NOTES Z T3 i1 V e c 1 - ���� TABULATION PROJECT AREAS - a �' o 987.24 I�� 987.22 IOF �� o v ° II r /� / 1. ALLWORKSHALLBEPERFORMEDINACCORDANCEWITHTHECITYOFAPPLEVALLEY,WWW p987.17ST-03 , 969.•5§E /�/ OUTLOT A SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. Q w g 12'4I 134 LF-12"HDPE r / rn 1 @ ° RE:982.12 o , , r /- Q' %� Z N 987.39 1.62/o I 1E:976.78 W / f / TOTAL PROJECT AREA(PROPERTY BOUNDARY) 8.2 AC 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE 1-800-252-1166 AT LEAST TWO CC Cn u.i 2 WWIWWW / @ o z ST-04 I IE:975.45 N �!D / �� 0 AC WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. = LU o I W ---- y i` --- �I IE:978.95 E I IE:974.65 S ! T, ST-02/7, °� / IMPERVIOUS BEFORE DEVELOPMENT I j a «s ICI_ ,•I���*� 2� / COMPOSITE CN=84 I. - IE:971.06 E ��r , , .+I IE:969. ( / / , 3. STORM SEWER PIPE SHALL BE AS FOLLOWS:5.8 AC(70.7%) RCP PER ASTM C-76° 987.40 ° �. +,1' n�r,�1.83/o ST10 IMPERVIOUS AFTER DEVELOPMENT U) P , RE:986.74a COMPOSITE CN=94 HDPE:0"-10"PER AASHTO M-252 WIW WI 1E:981.47SI HP:983.45 HP:982.48° 49 LF-30" ic, HDPE: 12"OR GREATER PER ASTM F-2306 o IE:980.97 N 1 AREA CONTRIBUTING TO NE POND PVCSCH.40PERASTMD-1785 N wo WW JR \NNI983.89 100 LF-18"HDPE 3.20% C)"c * * � I I 1.00% I o @ I ° 7.4 AC STORM SEWER FITTINGS SHALL BE AS FOLLOWS: © N- 98739 984.00 °� ' I 1 TOTAL PROJECT AREA RCP PER ASTM C-76,JOINTS PER ASTM C-361,C-990,AND C-443 R _98355 166% r1COMPOSITE CN=95 I I 3.1 0AC HDPE PER ASTM 3212 1 z4•HOP IMPERVIOUS BEFORE DEVELOPMENT PVCPERASTMD-3034,JOINTSPERASTMD-3212 UIC I \\\\ _ HP7.39 I COMPOSITE CN=84 ::ige HP:987.40 IIIII 983.45 NWL:969.00 I 1 -RIM:9]]65 o PROPOSED BUILDING 13. yINV9047540 5.7AC(77%) 4. CONTRACTORTOFIELDVERIFYTHELOCATIONSANDELEVATIONSOREXISTING 983.84 16.5'BUFFER -':.,, IMPERVIOUS AFTER DEVELOPMENT 3' 102 LF-12"HDPE . 111,820 S.F. FFE:986.00 I•I I 1 16.5' / '!.' COMPOSITE CN=95 UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE lEcn \ @ 0.50% FFE:987.99 _ W • • W 100-YR HWL:976.44 I '' �' CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY c FFE - 988.00 W I i o ri., ®/ / DRAINAGE SCHEDULE DISCREPANCIES OR VARIATIONS. ,11 987.40 P.J 987.89 W W W� ST-15 Co I r- I Lr)o C- Itim983.45 RE:981.92 f , //7 ST-01 INVERT INVERT�' r� I ST-01.67 S STRUCTURE STRUCTURE/ RIM/GRATE5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO rn °' 987.3g984.00 .� IE:975.65 W ELEVATION ELEVATION HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. I \ o y 983.55 IE:975.65 N NO. CASTING TYPE ELEVATION m J cry MEI -- ,,.,, V IN OUT WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT,THE o == J To' , ST-11 I >`--•-s �I EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING Sz NVIWC9]5.74 -I 6'I 1 56% 1.52 jIII RE:986.85 ST-17� =83_45 I 981.92 11 /[ ST-01 FES 27" 972.55 S 969.67 N 969.67 PAVEMENT. INV:SW 9].• A. I �� �� I I E:981.98 S I E:978.95 E , O - INV rno_WEIR_9]824 'N------ �.i - -980- - INV:SNMP9]4.04 `° CI) 1 1E:981.98 N .I„ I \ \\\ ST-02 FES 24" 971.83 W 969.50 _ o I j = 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. CCCs ti `e I I/ I 20 LF-12"HDPE O \ / I 987.26 1 @ 1.50% I 110 LF-18"HDPE STMH 60"DIA.WITH 3' W 976.78 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM N 987.40 987.26 I 987.39 ST-16 @ 1.00% _ ST-03 SUMP AND SAFL BAFFLE 982.12 N 975.45 E 971.06 1p I �_, RE:983.80 oo 3' I g8 / OR APPROVED EQUAL S 974.65SEWER ALIGNMENTS. - FES INV:974.80 NE I 1 1!!!!!!111� HP:987.26 100 LF-12"HDPE IE:978.65 W rn / 2---- II HP:987.26 " -- -- I 1.00% IE:977.75 S ST-04 ROOF DRAIN 980.06 E 978.95 8• GRADES SHOWN ARE FINISHED GRADES.CONTRACTOR SHALL ROUGH GRADE TO 03 A �mu @ �I. r SUB GRADE ELEVATION AND LEAVESTREET READY FOR SUBBASE. 2 I 987.45 I I I �I 987.39 IE:976.75 E SU G O O SU S a co o I 987.26 I 987.26 I I 3:1 ST-05 CBMH 60"DIA.(CIR.) 981.94 NW 976.20 S 976.20 J + IW ��I 984.00 �I. 1 �g82 W 977.39 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING,CONCRETE ITEMS,ANY ABANDONED CSC) ----gib/ / IW W W II @ 117 0LF-12"HDPE .AIIII\ \\\\N 1.55% UTILITY ITEMS,AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF / / ' / FFE:986.01 - - I I g84 ST-06 ROOF DRAIN 980.06 E 978.95 THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. Z 2 0 E }, / / 9`L ca IW IMIIST-18 ST-20 I I III ST-07 CBMH 48"DIA.(CIR.) gg4.10 W 977.35 SE 977.35 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN,WATER MAIN SERVICE I- QIV Y j °j I IW W / RE:983.80 ���� I I U 2'SUMP UcoN2N / ST-19 IE:973.50 S y�:' III LAYOUT AND ELEVATIONS AND CASTING/STRUCTURE NOTATION. wFFE:988.00 IE:978.75 W �,,.• , - oWo�? IE:978.95E ''�; U oCV �j W WIW ^ IE:978.75N36 LF-24"RCP ,: I I III /¢ = o ST-08 CBMH 48"DIA.(CIR.) 985.96 S 979.78 E 979.2811. CONTRACTOR ISRESPONSIBLEFORCONSTRUCTIONOFPAVEMENTSANDCURB AND Q Q mm' /� 987 45 g$7.3g I -(983.45� @ 3.20/o L.\\Immow*"...,:j- J o GUTTERWITHSMOOTHUNIFORMSLOPESTOPROVIDEPOSITIVEDRAINAGE. 0a m a N ��6 \ I 982.47 ME:983.59 o ST-09 CBMH 48"DIA.(CIR.) 986.62 S 980.39 N 980.39 = o w z z Y N •° 11 ---- -o - I ¢ i° rn12. INSTALL A MINIMUM OF 4"CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND Y UN ° / W W "' 20 LF-12"HDPE I ST-21 ST-10 CBMH 48"DIA.(CIR.) 986.74 S 981.47 N 980.97 CONCRETE SIDEWALKS. ¢ Cn a w/ W W I IST-12 @ 1.00% RE:981.611 J 984I Y Cjj o05 Co / RE:986.74 , I BMH 4 " CO 0 cc U a) ` IE:976.24 S " / J Ill Cn .. ST-11 C 8 DIA.(CIR.) 986.85 S 981.98 N 981.98 983.44 i III w w o 13. UPON COMPLETION OF EXCAVATION AND FILLING,CONTRACTOR SHALL RESTORE ALL w1 . i_ 1E:982.56 NoIIE:974.64 Nn�� z - L ��\ W i 9° • I 1� II Oga° 8 LF-24"HDPE `►- � I d ST-12 CBMH 48"DIA.(CIR.) 986.74 N 982.56 STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE \ ° I O Q RE-VEGETATED WITH A MINIMUM OF 4"OF TOPSOIL. i ��� I 984.00I I 983.45 @ 1.39/o 4 I I III ST-15 CB 24"X36" 981.92 W 975.65 N 975.65 /) III - - 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER/FLOW LINE UNLESS OTHERWISE Q CZ F \\\ W I I- 62% 142o i I I '� __ 982.95 W 978.65 NOTED. o I I --� ST-16 STMH 48"DIA. 983.80 E 976.75Z W I 987.90 I 983.44 983.06 _ ST-22 983.44 S 977.75 W 987.39 I RE:983.11 I 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING \ I N. I 988.00 i rn -984 IE:976.84 S �\ ST-17 ROOF DRAIN 981.06 E 978.95 DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO < a Z ° ��� I '0.-- 985 1E:976.34 N \ 983.72 CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO J W 987.45 FFE:988.00 4 986 W W ST-18 STRM CO 983.80 W 978.75 N 978.75 CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2%. IN NO CASE SHALL LONGITUDINAL ° \\\ \ WWWWW 987.31 987.25 988.00 IF W W W W WWW 983.08 W W W W I SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR (r� �\ W 11011 987.39 \ W W°O W W W W W 987 1 c5711V ST-19 ROOF DRAIN 980.06 E 978.95 AISLES EXCEED 2%(1.5%TARGET)IN ALL DIRECTIONS.SIDEWALK ACCESS TO EXTERNAL Z , 987.25 am I FFE:987.99 987.81 , W W Wo'W W 7 BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT.CONTRACTOR SHALL NOTIFYZ 0 W W W 987 ST-20 FES 24" 975.83 S 973.50 HP:987.31 983.69 I ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO CO I 987.95 FFE:988.00 '�W W��/ 986 I 983.59 \\ STMH 48"DIA.WITH 3' PAVING.NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE 0 ;4 c 3 CK m °' HP:987.33 !-- - - - - - ----. . W W WWW W W W W 95 LF-24"HDPE I � iv 9 ST 21 SUMP AND SAFE BAFFLE 981.61 S 976.24 N 974.64 ISSUES. W ,all V V W W W W�� W W W W W @ 1.00% O a U o * W rn W 987.22 W 986 W W W W W 984 - J = ° 987.31 ---W W W W W W W W W W W W W W W W W W W W ST-24 W W W W W W W W W W W W W W W W W W W a3.os 1 ME 983.18 - OR APPROVED EQUAL 16. MAINTAIN A MINIMUM OF 0.5%GUTTER SLOPE TOWARDS LOW POINTS. Z W W W LO _1 N 987.39 W W W W W W W W W W W W W W W W W W W W W W CE lea _ O IX < (� o U o WWWWLW t . W RE:986.19 W W W W WWW W WWs W y : .W ST-22 CBMH 48"DIA.(CIR.) 983.11 S 976.84 N 976.34m 987.45 IW W WI W g8 W W W W W W 987.23 We\96,„. W W W W W W W W W W W W W W W W W l I 17. CONTRACTOR TO PROVIDE 3"INSULATION BY 5'WIDE CENTERED ON STORM PIPE IFu) "E)-. > ,n C� * * g6l I W IW WWWW 4 WWWWWWWWWWWWW W IE:979.88W W W W W W6 WI �.6 } ¢ `� W !W WI W W ° IE:979.38 E , 0 - ST-23 CBMH 48"DIA.(CIR.) 983.35 W 978.30 N 977.80 LESS THAN 4'OF COVER IN PAVEMENT AREAS AND LESS THAN 3'OF COVER IN 1_ w cNo WWWWW \'.7' W W;W W W /WWWWW W W W WWWWWWWWWW IS 18"HDPE 984 I 984 < 1 LANDSCAPE AREAS. z o W W ° 986.40 W 986.97 W%W W W 987 1 W W W W W W 217 p 50% ST-23 W W W W W W W W W W W , ST-24 CBMH 48"DIA.(CIR.) 986.19 W 979.88 E 979.38 ° w o W W 1 W W W W W W g8 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 979.95 OR L W W W W W WWW WWWWW W S W @ RE:983.35 W �- C w O i a , W W 986.27 W W W W W W W WIE:978.30 W W W W W W W W W W W I ST-25 CB 24"X36" 985.07 E 981.02 LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINft o 986.22 / 228LF-12"HDPE \ :;! r_ WWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWW IE.977.80N WWWWWWW n/ /cT_ a W W I o @0.50% WWWWWWWWWWWWW W W W W W W WWI W W W _ � - � - W W I CONNECTION L.L cz WWW W 986.19 986.41 986.45 W W W W W W W W W W W W W W W W WWWW W W c6 WWW WWWW _ - - _ _ _ -WWWWW W =_ W W W - ` v - - - --- 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING Z WM C`; 985.87 W W W W W W W W W W W W W W W �. �4 W W W '-Wr ,• �' 0 '^ U c 1 W W W \ 986 24 W W W W W W W W W W W - - 1 MANHOLE CONNECTIONS. v, .� 1- * ' 986.����: �985.87 6 W W W W W W W W - W i W W W W W! - f Il - - - RIM: ssaoso Z W W W W W W W W W W W�-W W W .. / CY) CD gg6 ' - 986.21 / 98 986 41 g8�a W W W W W W W W g86, �WsW W W W W W W -� �/7 - - _� _ _ _ - `•i�•e' 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT N A0 986.21�i "� /� =_ 1� - RIM:984.24 'ric _ - PLUMBING CODE. O ° 985.79 �� 984.72 I -" NV:S 989.29 _ raCI ci i g85 985.07 �` li © - d EARTHWORK SUMMARY 21. MAINTAIN A MINIMUM OF 1.25/o SLOPE IN BITUMINOUS PAVEMENT AREAS,0.5/o SLOPE IN M W W W RIM:985..• - 1 0 0o 985.60 .) �i`b • INV:, :,.]RIM 963.1 I s CONCRETE PAVEMENT AREAS AND 2%SLOPE IN GRASSED AREAS. W ` / 1i /-INV:59]9.1] a I NV:W 972.14 L..00 a 985.38 -984 i -, -984- >�� d I IINV N972.14 CK u„1Jc o '� 985.27 / / �� I APPLE VALLEY INDUSTRIAL 22. CONTRACTORSHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"INFALL CURB" O JIkr) 1 \\ W I q 983 87 V I Q = •°) W , , 985.66 g8, - ` �I g8 WHERE PAVEMENT DRAINS TOWARD GUTTER,AND"OUTFACE"CURB WHERE PAVEMENT J = O `� 985 48 ` L -0 a) W / !! - �� ME:982.49 d I V 6 DRAINS AWAY FROM GUTTER. LL W W \i,,,,,,. 985.45 ��gg4.41 . �� I _!� a RAW CUT VOLUME 24,772 CY Qa, c I oham, r °3 983.96 I L \ 23. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO BEGINNING GRADING W °j� 985.54 984.44 , •, EST V f - RAW FILL VOLUME 19,167 CY 0 > COr / 0401, g �Q 1 p ___ - OPERATIONS. CO CL Ce cn o / / ` EE _- '', RAW EARTHWORK BALANCE 5,605 CY(CUT) Z III = a O c \\ / / �� , l R1_,„,......... 24. STREET SWEEPING SHALL BE PERFORMED AS NECESSARY TO ADDRESS MATERIALTO o_ ,, W o r I ME:982.62 T n W IN 20 TRACKING FROM THE SITE. I Q ' --= INV:E 9]1.35 Q ST-25 147 100'RO _ _ _ _ _ li Z CL gi j" / RE:985.07 g RIM:96216 / RI 24 • r / \ L.L 1.� _ J (n '' / ' ,--1E:981.02 E / / Nv NEs sos Nv.w9i0i9 , ++ /\ INV:N 978.83 - ' INV:N 9]e.•• Q RIM:969.83 Q >- �� V INV:W 969]3 - .- / Q O / - / NV E969.83 n-� I1�''/' / NORTH z > _ INV:SW 977.63 4. > o RIM,96299 ALL CONTRACTORS MUST CONTACT w / � \/ INV:E 969.34 4. J RIM:983.62 INV:W969.34 / �� \ Q GOPHER STATE CALL ONE a a) / / IINV: 963.6] \ INV:SE 978.29 /15 HC/ a GRAPHIC SCALE IN FEET W SHEET NUMBER UI o \ 1\ /4�� Cj \ ' BEFOREE CONSTRUCTION BEG NS MN TOLL FREE 1-800-252-1166 0 20 40 80 J INV:E 968.]2 �`' 11r RIM:98405 / % Know what's below. TWIN CITY AREA 651-454-0002 1/ i- .) / \ I INV:N 964:20 / /C/ / IN W 9]8.45 / INV 5964.20 // Y I- Call before you dig. I a_ C500 U SOIL IN UPPER 2.5'OF POND(INFILTRATION ZONE)SHALL CONSIST OF CO uj GRANULAR BACKFILL WITH 100 PERCENT PASSING THE 3-INCH(75MM)SIEVE Cl.) AND NO MORE THAN 10 PERCENT PASSING THE#200 SIEVE.DEPTH OF (s GRANULAR BACKFILL SHALL BE AS REQUIRED TO EXTEND TO EXISTING 'U NATIVE SANDY SOIL TO PROVIDE FREE DRAINAGE DOWNWARD INTO THE W O 15"RCP SUBGRADE SOILS.TILL IN 3 INCHES OF COMPOST MEETING MNDOT 3890.2B MINIMUM OF 6 INCHES OF TOPSOIL I- U) -6.41%SLOPE GRADE 2 IN THE UPPER 3 INCHES OF SOIL WITHIN THE INFILTRATION ZONE. MEETING MNDOT 3877.2A SHALL BE Q a SPREAD ON THE POND SIDE SLOPES 0 INSTALL ADJUSTABLE FROM THE UPPER LIMIT OF THE C STEEL PLATE WEIR WALL AT EL=976.42 INFILTRATION ZONE TO THE LIMIT OF C THE 16.5-FOOT BUFFER. EL=977.00 O EXISTING CONCRETE RIPRAP EXTEND TO NWL I WEIR WALL EL=975.84 AT INLET T a) EXISTING GRADE ORIFICEI EG 969 50 7-INCH 100-YEAR HWL EL=976.44 2 _ INLET PROPOSED BUILDING EL=969.50 o FFE:988.00 FLOW EXISTING INFILTRATION BASIN WQV EL=969.50 millillz <- 15"POND EL=969.50 EL 969.50 ♦�5=� OUTLET OUTLET EL=967.00(NWL) 61."4. _O (>3 -ll FILTER FABRIC cn TRUCK COURT 1 o \ 100-YR HWL:976.44 ^� LLI EXISTING OUTLET EXISTING NATIVE SANDY SOIL Ct _c 8'WIDE POND ACCESS CONTROL STRUCTURE FOR INFILTRATION TO REMAIN 978.00 \ _ \ NWL:967.00 SUBMERGED FLARED END WITH N 12"CLAY LINER.SOIL CLASSIFIED AS"SM","CL"OR"SC"WITH TRASH GUARD(TYP.) PROPOSED GRADE A MAXIMUM PERMEABILITY OF 1X10-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE#200 SIEVE. 6 - POND BOTTOM C EL=960.00 w CLAY LINED a) DETENTION POND is .5 BOTTOM EL:960.00 0 o Z Co a c cs c o ate) E-1 T SECTION A-A: NE POND 2 STORMWATER POND OCS DETAIL CDZ L c SCALE: NTS cii O ca = 1-- D a a 2 U eL 0 (6 a o v 0 c9 = C z IA O a i— 1-0 W = >44 z 5 (c) —1 Lu ZO = I- • = Clij i.L] cC LI- ca J 1- a) Y C/) �L N U) co D (Ni LLI t r` co 3 ■ c a) E U 0 N 1E } O m O X X X •co az0F X sT2wOcnc/) ctcoww m zajwF Q Jco� Ow F O o aa0 u Z-- aa c ❑ u) a H CO ❑ —I z U Z OQ F71 m awww U) CC X p } x ❑ F ri X a) w O J W X 7 a) F Z 5 ❑ 0 lx ❑ z X Et QaIX° oF X -a UCwO cm — Z a ai CO zw o O z di ate) = a w =z Z a c0 E D- O Q 2 Ct 0 LC) N Y U O Q N 5 W N U) (\ O o ~ No CO } N W Q co a m m o o 0_ o O ❑ } N E = o Ill z z Q cU — w m wa QD U a) Y < 0 < _ N— -0 CO ❑ ❑ 0 C al gi CZ ) 0 U U a) _I_ J 1) L OUNI w T 0c), Z_ rr Ln V U 7 in E CO o <a) CO c 0Ce Q Z o Z u) O a) >- COw O J LCC Q CN Q0 W o CO O a CZ aa >= U) O a) a QaQ U LU L7 L J 0_ Q Q Q O t Z w Ui a CI a J� —IQ SHEET NUMBER Y I- a_ C501 Li 7 LANDSCAPE LEGEND ui- oF — — — i — — — .�� — — — .�� — — —/)i I — — _/pW — — _/ j4 — — —/_i�jI — — —7_I — — EXISTING TREE (TYP.) w Q T C A ' O — O O — 7--- LANDSCAPE EDGER (TYP.) a� EXISTING 1 I \I Ikit `/ i 7 — — — — — _ _,�.__ I I SOD (TYP). I POND % - - I' \• 41P-31111rwr o �' 146 • =---te ___ _o________` aotte •••• Nl *,4 Y,. ,.*__Y-4.1.» IMNDOT 33-261 STORMWATER SOUTH & o J! A �, ,00,.� —I — •..!JJ .. • 5>« WEST SEED MIX WITH EROSION CONTROL}} :.:. :::: . .� • BLANKETS STAKED IN PLACE TYP. - -5 =11 ' o iak ‘..."_-.1...W 11-0 11 2 A illI a3:„ .' �� — SEED WITH MNDOT 35-241: MESIC PRAIRIE III u I :•-r:r •., „ I GENERAL SEED MI WITH EROSION CONTROL 111111111111111111 ' ���' BLANKETS STAKED IN PLACE TYP. III :_ . I I III I ._ : : : ? I I I / SEED WITH MNDOT 25-131::ToWcdu) /I \� I 3:: ear" /nl I •.• .:.,� rrrrrr MAINTENANCE TURF SEED IX WITH u5- III i NII �: _ a J ///�.. .. ; rrrrrrr III I 1 I ,a::: _ I J r r r r• r r r rEROSIONCONTROLBLANKS STAKED IN , •.::: y 1110 I \ I PLACE (TYP.) o III _ "' ' I I — rrrrrrrri4ø4I LANDSCAPESUMMARY I � rrrrrrrrr — ,`a'•-;. � 1 !1 r r r r r I it LANDSCAPE BUDGET REQUIRED: AT LEAST 1.5%OF ESTIMATED BUILDING CONSTRUCTION E III n 4• ! = I 1 r■rP,nND- rrrrr / I COSTS o III I 35-241 � rvrrrrrr / II a ;• .. -' -' -' -' -' I LANDSCAPE YARD REQUIRED(147TH STREET WEST) 15' -' IMMI IL ' rrrr• rrrr , 1 / LANDSCAPE YARD PROVIDED: SEE PLAN EI :.:a::a: � r rrrrr r Y ° I 0 I : oo0 '' r rrrrr :: I I I / I LANDSCAPE ISLANDS REQUIRED: 1,156 S.F. 2.00% =57,804 S.F.*0.02 2%OF PARKING LOT CD C� T I 1 �\IIIII. _:_ , ' f � r r r r r r r ) ) z z / I I : :. I I / r LANDSCAPE ISLANDS PROVIDED: SEE PLAN M ✓ r rrrrr vi , 33-261 I I I I w - :oc / _ :: rr rrrr �yt�.�ya I I_ ::: :• I I ISLAND TREE PLANTINGS REQUIRED: 32-2.5"CAL.TREES=(4,681 S.F.OF ISLAND AREA/150 S.F. is #: rr rrrrQ Q ` ea I „ . n COO 1 1 } I I / ISLAND TREE PLANTINGS PROVIDED: 14-2.5"CAL.TREES U O �� I 011.11...1.1-.1...i.i...".11..-1.1, ' I / r r r •r• r (n co 7 1 O111 rrrrrr tY -07s: 1 1 oll / " PLANT KEY — ��\ o o o r r r r z •}3�: r r r c I I t l7 ss t I I .— .— r -- / / / Q H it> o 1 /$ CONIFEROUS TREE QTY BOTANICAL NAME zv J � � iiiiiii � � / / I / LL fn Ill 2 N I L0 0 A i Ci I - I � � r p z Y 1 ii — Iliiiillnillii Piiiiiiiip „:ri!}r 7 PICEA GLAUCA'DENSATA' CU ,./-'' -''' laiiiiiiiip ..-- E , ic, 0 a r t•, I -ox .,,,,, Ill .... / , / ....................... :............... ..... I I / 11 JUNIPERUS VIRGINIANA 777AZA ]& 1 II ...............,... s= I I I i — / I I E „'.v,........ ... / A'' 4\ IP N u j •. is 425-13191- 35-241 ::- ��'� . . 6 PICEA ABIES I PROPOSED BUILDING 1111111 \\� I } . ��' -„ < `. '',� 9° I lilt01111141i `' -:h / 7 PINUS STROBUS 111,820 S.F. ,i + : il O III iiir '1 FFE = 988.00 I. I O ' ' ,'�� ORNAMENTAL TREE QTY BOTANICAL NAME 0 N � 1 �I I O Oa;"} it cc a z 1!L Q a.„__err_ •_ z a CO w w a °' J l I 9 MALUS X 'PRAIRIFIRE' a > LL F g 41. o i :_ __: :::: 33 261 �.II _ a aa w zr- I• II SEEDING KEYNOTES40 o ; • - - 8 POPULUS TREMULOIDES ° z o ct m Ell — *L.r.-'-'.1•1•11.••1_,-,--1".•!.•-•'.••1•71.: .. I-• • I ® SEED WITH MNDOT 25 131: LOW MAINTENANCE TURF SEED MIX (TYP.) = w �_ v w w F�j� J x .. O II cvi i 1 _ ~ .. OJFz w x IT1 .... : x z x I1 1 �/ 4Ic� ••5 : ... .:.::::... I 03-26) SEED WITH MNDOT 33-261: STORMWATER SOUTH &WEST SEED MIX TYP. � z 251 IY IX/ ••4 III (TYP.) 8 BETULA NIGRA � o� o ¢ � x 1! ..„ llik N UD ¢ w xCC n � 000 c1FA O I�.■ •iI.:.JWUIi: IV z x 0 •' ` ' ( 35-241 SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) } 0 Q a EXISTING C) .1 ;< w '- CC -CO m I M.� €_ I V OVERSTORY TREE QTY BOTANICAL NAME 0 0 ~ o ui Q m POND 0 :: � 41111111111111111111_ I I 1 = CLW2 < 2 o ww azw E 0) I 4 1.;11\`\\\ \\ i 5 ::>::::: :: :'Agemen� IIIII PLANT KEY Q- ■ I CIINV:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.I I JP 6 ACER X FREEMAN!! 'AUTUMN BLAZE' itit c'�`� 198 RUDBECKIA FULGIDA'GOLDSTURM•NMIr,, rzsa } } 31 I III O III N / * �......gi II� III o w N _n 1 .a a a___- I I N 1 _ # 0:::::- 3 TILIA AMERICANA•BOULEVARD' Q w Q m } ° 'O Q a 35-241 `I I \,i \,i \ W a o o m o C� a s:• I I ; �; Q co w w /0 N / — 2 �: �:::: ::: :: :}`:}` ` I I "=r " d " 235 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' I< Y J z z— ij s•a::: `••••a..:.:a.::::a::::a.::::a:. I III ' ',' /,' ,: �_ _.•• ; ; ''; I I I III ,°5 -1 \ \ I 4 te,• I I _, , - 3 CELTIS OCCIDENTALIS c� w _ o a a • ..a14- 4 I /;/ — 7 ilh N 0, ° \\\ �• I �I ( I III 56 SPOROBOLUS HETEROLEPISillO 2 GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPERIAL — 1 H III� � \\\ � I cn IIIQ �� � / - Q 0 I I oDoQ0` 0 6 QUERCUS BICOLOR \\\ 1, c� I I III DO o00C 153 HEMEROCALLIS X 'STELLA DE ORO' Q Om \\\ I — �I i il I III JOoOoCo \\\ ' I\ CONIFEROUS SHRUBS QTY BOTANICAL NAMET �� III III � � L o 1(0\ I I Alio •.0 tote e e•11P34---0444, I I 62 NEPETA X FAASSENII •WALKERS LOW' ,i 79 JUNIPERUS CHINENSIS 'SEA GREEN' a Q o ' I I I /% U �4e+o$e$e� eiv,00.�t r a Q 1 I U) a) OO te��'}.e' 0 I O to a c� a�e�o toe a 1 1 p .E ���, srti ra� ; 1 e ,,� 1 I I + 7 TAXUS X MEDIA•TAUNTONII' Z S0 0 _----- _ ----_--__—_ — — I001 1 I IM I / 107 ECHINACEA PURPUREA'WHITE SWAN 71 8 1 OCR*ix LI .l !!4 � !!Q ►! !I!�4l/* oil -" I 1 I �� _ T aaas. ocaa_4 +_+ 4 a_oas __ _aca_s 4�! 4'4 tabs 1 I I -1 / z v/ - c) ,. i I I 0 I 0 ... ® II I I I DECIDUOUS SHRUBS QTY BOTANICAL NAME O ES 1 I 0 I ____J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I i `NI O 72 CORNUS SERICEA'ARTIC FIRE' Z 0 / _ - I III f\ I 1 U Q co I , ® _ _ _ _ _ _ - - - - N J - J 59 ARONIA MELANOCARPA `IROQUOIS BEAUTY TM i� '�� I I men \� — - — — — — I 1 �a�� ji - - - _ _ - - _ _ - ELC _s:.r,_ I �r Z t - _ - �r TWA R.ER`�A Y v m _ LL U . y� _ - _ C � i �- — — — — — 37 DIERVILLA LONICERA z • z-'641111111C74,107 ___- - - - _ - 4,, oA / i >� - ; 4 " - _ ---GP5 .....__,-..., _— _ _ �_ �� _ „e+ _ — 0 13 CORNUS HESSEI 'GARDEN GLOW U sot L a 1f - i �`. • G t' - 'z � d I 1 goo 4 1 — 35 RHUS AROMATICA'GRO-LOW' CC W J If® — - , �� 0 _ - iv _1 - — — 0 0 LL J Q o \\\ I� � k`, ������ �,�..r,_% 1y1 _ �� LL CI) S 4 21 SORBARIA SORBIFOLIA SEM' I— Q �, o, /- a 1 EST `I� L =_ — CO aLij a > sTo of � MP%A.; IL , EET '� 0 PERENNIALS QTY BOTANICAL NAME z W < O a) g _ —, �li TH STR o �� _ _ _ _ — — ` LANDSCAPE KEYNOTES 0 Q — _ - / / �� nl,�� O EDGER (TYP.) < > / / C ALL CONTRACTORS MUST CONTACT B — J uj w \ L GRAPHIC SCALE IN FEET Q O ROCK MULCH (TYP.) 2 d o \ / rik GOPHER STATE CALL ONE a J! /Q \.-A la►' �' 0 20 40 80 e MN TOLL FREE 1-800-252-1166 J a O /� / L NORTH O EXISTING TREE TO REMAIN (TYP.) „ BEFORE CONSTRUCTION BEGINS LLI SHEET NUMBER /\/ C ///%, Know what's below. TWIN CITY AREA 651-454-0002 OD SOD (TYP.) fl ��� Call before you dig. 0_ L100 NOTES:d LANDSCAPE NOTESco co 1. SCARIFY SIDES AND BOTTOM OF HOLE. 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS o 2. PROCEED WITH CORRECTIVE PRUNING. OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. W 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR o -0 THOROUGHLY COMPACTED PLANTING SOIL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. o EINSTALL PLANT SO THE ROOT FLARE IS AT OR UP PLANT SCHEDULE 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE o TO 2"ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. IMMEDIATE AREA. 4. SLIT REMAINING TREATED BURLAP AT 6" CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE Y INTERVALS. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID o 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. c� TOP OF THE ROOTBALL, THEN WATER PLANT. Bhs 7 PICEA GLAUCA •DENSATA• BLACK HILLS SPRUCE B & B 6' HT. O � REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS u) TWO HORIZONTAL RINGS WHICHEVER IS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL w o GREATER. REMOVE ALL BURLAP AND NAILS FROM Erc 11 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6' HT. PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON cC § THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. PLANTING. n REMOVE OR CORRECT STEM GIRDLING ROOTS. o 6. PLUMB AND BACKFILL WITH PLANTING SOIL. Nws 6 PICEA ABIES NORWAY SPRUCE B & B 6' HT. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL 7. WATER THOROUGHLY WITHIN 2 HOURS TO �� ,. ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: Li SETTLE PLANTS AND FILL VOIDS. ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. 8. BACK FILL VOIDS AND WATER SECOND TIME. Whp 7 PINUS STROBUS WHITE PINE B & B 6' HT. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. o 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. .5 ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. o o WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. z Q ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO 2X ROOT BALL WIDTH 10. FINAL LOCATION OF TREE TO BE APPROVED BY LESS THAN 5:3. OWNER. o E Pfc 9 MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRAB APPLE B & B 1.5" CAL. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) = DOUBLE SHREDDED HARDWOOD MULCH REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. • SOD i Y 4" TOPSOIL Qua 8 POPULUS TREMULOIDES QUAKING ASPEN B & B 1.5" CAL. 8. PLANTS TO BE INSTALLED AS PER MNLA&ANSI STANDARD PLANTING PRACTICES. 0 d � >, ,,, z z - 4,, 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF w .6 = I \ I 1 I= . Rvb 8 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 1.5" CAL NECESSARY; TEMPORARY ONLY. Q Q 2 0 N- CO 47.71"".177171. o I _�r��1 r �� 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE c i� z o -I I - - I -I 1 1 OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT Q ' ' o c 1 _ I-I =I COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL z w } ill BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. Q ~ 2 w N PLANTING SOIL ' ' 1-. 1 - 11- I-I I-I - I - I - I-I I-i ' w 2 _ Abm 6 ACER X FREEMANII AUTUMN BLAZE• AUTUMN BLAZE MAPLE B & B 2.5" CAL. o z Y o III- -1 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT i w o • o / POTS. Cie) .w a c Bol 3 TILIA AMERICANA 'BOULEVARD' BOULEVARD LINDEN B & B 2.5 CAL. 2 u % 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING u) OF EXISTING AND PROPOSED TREES. N S TREE PLANTING DETAIL Hck 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. Lu 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.0 SCALE: N.T.S. L101 1.) 1111111,40 IN 2 GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPERIAL' IMPERIAL HONEYLOCUST B & B 2.5" CAL. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. c)o - 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. o ON CENTER SPACING AS STATED ON PLAN. Swo 6 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL o AMENDMENTS. }m o ❑ ❑ J 0O N c EXTEND HOLE EXCAVATION WIDTH CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL cc Q z c) w 2 A MINIMUM OF 6" BEYOND BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, a o o ` a / � in � w a THE PLANTS ROOT SYSTEM. _+� Sgj 79 JUNIPERUS CHINENSIS SEA GREEN' SEA GREEN JUNIPER #5 CONT. 5 O.C. SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4 DEPTH TOPSOIL FOR ALL z a > i x a %������ Q H Q o o LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. a Q w ) Z fl n j a p O • p • Z U_ -o Tau 7 TAXUS X MEDIA•TAUNTONII• TAUTON YEW #5 CONT. 5' O.C. 17. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. H I- L D < 0 J c H 0_U Z H O C7 co DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL Q w w cL U u J _ FINISHED GRADE _ � U w w x LE - • -I AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO } 0 J = Z = x o - I I - / -_ = DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR. ROCK MULCH TO BE WASHED RIVER ROCK, 1 _ _, H cII _ EDGER, AS SPECIFIED J c' x " ' I - I - I -III 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE v Q o ¢ wow X 1 1= _ 1 O Afd 72 CORNUS SERICEA 'ARTIC FIRE' ARTIC FIRE DOGWOOD #5 CONT. 3' O.C. FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED } < z Q H -11 - • • BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). L o H CO H w Q a - �i - - PREPARED PLANTING BED AND = W w F J F o T - =1 = c BACKFILL SOIL Blc 59 ARONIA MELANOCARPA 'IROQUOIS BEAUTY' TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4' O.C. 18. EDGING TO BE COMMERCIAL GRADE STEEL EDGING, 16" THICK BY 4" TALL AND SHALL BE PLACED WITH N ce (THOROUGHLY LOOSENED) zSMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER. UTILIZE CURBS u CD c� AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH v N v NO ° Dbh 37 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3' O.C. TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, OR SHRUB TO BE SPADED EDGE, W o w (N 0 cN NOTES: UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 0 co Q (N Q CO r o ii o 0 7 ❑ >- m Ggd 13 CORNUS HESSEI 'GARDEN GLOW' GARDEN GLOW DOGWOOD #5 CONT. 5. O.C. 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD = m CD w Z v 1. SCARIFY SIDES AND BOTTOM OF HOLE. 0 Y Q < w �' MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED U w _ as -, 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. m 0 0 0 D c TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS c a) 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT GIs 35 RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC #5 CONT. 4 O. O co a) AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION -)U 2 CONTROL PLAN. - GIRDLING ROOTS. 0 a 4. PLUMB AND BACKFILL WITH PLANTING SOIL. O Sem 21 SORBARIA SORBIFOLIA 'SEM' SEM FALSESPIREA #5 CONT. 3' O. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY Ui a VOIDS. LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE UJ __I 6. BACK FILL VOIDS AND WATER SECOND TIME. ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE Q y PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZING OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND I- 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS 0 o SOIL MOISTURE IS EXCESSIVE. HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON > 8. MIX IN 3-4" OF ORGANIC COMPOST. ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM a o Bes 198 RUDBECKIA FULGIDA 'GOLDSTURM• BLACK-EYED SUSAN #1 CONT o.c. THE GENERAL CONTRACTOR. V / PERENNIAL PLANTING DETAIL 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY 0U) < 2SHRUB - I :K�� K ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR Q • SCALE: N.T.S. L101 1 ih Z ; Kfg 235 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER• KARL FOERSTER FEATHER REED GRASS #1 CONT O.C. CONTRACTOR. Q Ki->,K .L 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT O ,' TO THE SITE DISTURBED DURING CONSTRUCTION. 3/16" X 4" STEEL EDGER TURF/SODI- Pds 56 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT o.c. -I E 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 0 L TURF/SOD 03 c) TOP OF EDGER TO BE )°O°O° 24. ALLOW A MINIMUM ESTABLISHMENT PERIOD OF THREE YEARS FOR ALL SEEDED AREAS. REGULAR ONGOING �OoOo� d FLUSH WITH SOD 14, Sdo 153 HEMEROCALLIS X •STELLA DE ORO• STELLA DE ORO DAYLILY #1 CONT o.c. MAINTENANCE SUCH AS WEEDING, SPOT SPRAYING, ANT INTER-PLANTING ARE LIKELY TO ENSUREc 12" STEEL EDGER SPIKE )°0°0°DOoOoC LONGEVITY AND FUNCTIONALITY. TO REDUCE WEED ESTABLISHMENT, MOW 2 3 TIMES DURING THE FIRST`�:=,;-�41 __= _ YEAR. (I)- � • ) _ ;�-° a o Wlc 62 NEPETA X FAASSENII 'WALKERS LOW' WALKERS LOW CATMINT #1 CONT25. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN O 0 +` } MULCH FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS r ,I► BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTINGvTo a ��, , SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER L.L W J � 4 J GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS O J � �� a Ce D .� , ' I �� 12" STEEL EDGER SPIKE REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE LL J . 0 01 `�# REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD - LL CO - ` 3/16 X 4" STEEL EDGER REACHES 4" IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING H QCI a) m /1► 4 SUBGRADE THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER 0 > ~ w TO a •` MAINTENANCE RESPONSIBILITIES. Q a ` ► MULCH z W = W O Q ° I % 26. SEE ELECTRICAL PLANS FOR SITE LIGHTING. I a d 6 7s 27. OWNER/ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, BIKE RACKS AND TRASH/RECYCLING I: Q D CONTAINERS. a SECTION PLAN811 0 0 ® ALL CONTRACTORS MUST CONTACT z J w -, ae� 1GOPHERSTATECALLONEo � a MN TOLL FREE 1-800-252-1166 J Q J1 c w SHEET NUMBER o STEEL EDGER DETAIL c.) BEFORE CONSTRUCTION BEGINS SCALE: N.T.S. L101 o Know what's below. TWIN CITY AREA 651-454-0002I- .u-) 3 Et H - Call before you dig. il L101 5 1Opus 6 7 9 10 11 35'-2" 36'-5" 35'- 11" 35'-5" 35'- 11" 36'-5" 0 O 00 I 0 0 0 00010 00 0 15 O 0 cm, 47 Ur THE OPUS GROUP , _/ , 74 ifimwr-----._ ___ . _ J Opus AE Group, L.L.C. • tl' • • I 10350 Bren Road West • Minnetonka,MN 55343-0110 • • 952-656-4444 1 PM — _ 1 pus Design Build, L L C 0 1 —T • —� ��� • i •II 10350 Bren Road West • 7 Minnetonka,MN 55343 0110 • I — 952-656-4444 MI _Alla CONSULTANT West Elevation 1" =20'-0" 0 (' 10 7 6 PROJECT Apple Valley OEJ 20 e 12, 10 14 30 05 06 ® 1 11 32'- 10 33'-6'� Industrial • 1 - -- -- -- - � __-•. i • _ _ _ _ PROJECT ADDRESS • • • • • — Apple Valley, MN F _ _ _ • _ _ _ • _ _ , _ yr,. ___._ _____ _ _... _ _,....,• o 0 — — o o o• — 7 — o o� rr o o o — — = 0�� 31 98 NUMBER • r - 31986000 iiilL(1 ••••1 k 1 -4'-0' AIL& ISSUE RECORD 11/03/21 SITE PLAN REVIEW East Elevation 1".20'-0" A B 1 C�? D )) CE) �36'-5" O0 0 000 35'- 11"� 00 35'-2 35'- 11" 0 0 © 34'- 11" 34'-2" 0 0 0 33'-6" • 1 4 15 8 2 3 5 6 14 li r 4 • 7111111W -t- MUM=fi Yfl • II I 1 Il L IP II el ■. i i .. 1 ---- • __ 111 ■ - DATE • UN 01/04/22 CONCEPTUAL RENDERING IIMAM PROJECT MANAGER J. WILLIAMS South Elevation DRAWN BY S. OLSON KEYNOTE LEGEND 1"=20'-0" CHECKED BY J. WADE 0 PRECAST CONCRETE PANEL STAINED COLOR#1 OEXPOSED AGGREGATE PRECAST REGISTRATION CONCRETE PANEL COLOR #2 (3 EXPOSED AGGREGATE PRECAST CONCRETE PANEL COLOR#3 UNIFORM RIBBED 0 , D ) C B A AGGREGATE FINISH COLOR#2 35'-2" 35' . " 33'-6" 34'- 11" 34'-2" 35'- 11" r36'-5" 0 AGGREGATOE FINISH COLOR#3 r UNIFORM0 0 0 / 0 ( 6 1�14 O ® O O 0 1 MIFF OMETAL COPING COLOR#1 • _ OMETAL COPING COLOR#2 • { JI VISION GLASS WITH CLEAR ANODIZED • i - OALUMINUM FRAME • i 2 Q O VISION GLASS CURTAINWALL SYSTEM WITH • SHEET TITLE N CLEAR ANODIZED ALUMINUM FRAME • ' I 0" Concept Elevations N r 11� p cy, 10 METAL CANOPY • • / --__ O N 0OVERHEAD DOCK DOOR-9'X 10' CV 0 12 FUTURE OVERHEAD DOCK DOOR-9'X 10' IIMAIll CV o0 \ 0OVERHEAD DRIVE-IN DOOR- 12'X 14' - 14 FIRE DEPARTMENT ACCESS DOOR SHEET NUMBER 0 4 North Elevation NOTE: ROOFTOP EQUIPMENT NOT d 0POTENTIAL TENANT SIGNAGE LOCATION PLANNED TO BE INSTALLED WITH 1"=20-0 I- CORE AND SHELL BUILDING. 0 1 H AO . 1 0 J Q_ U - ADDRESS: 14255 JOHNNY CAKE RIDGE RD m Cn PID:01-32901-01-020 a> Ca �y el il 4 , It - y - O _ _ y III U) I WIWWWWWWWWWWWWWWWWW WWW WWWWWWWWWW W WWWWI o a W I -0W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW WWWI L C ly I , I W W I I .- I 2 11 W 4uroismommaimmaistio.. ,.. • W W I �W W W W W W W W W W W IW IWI I C0> I I I * W I W 7 WIW I y y •Y y•Y y•Y y W y W y•Y y W W . 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I ' 3 I oc II I1E LI, FFE = 988.00 I lit I` I C III I I ' I I I , III ,_,• I I I I I I ._ r I I I I 2 =JI ' I E ���•'',' I PARKING SUMMARY I I I I REQUIRED PARKING 204 SPACES Q- ° I I I I PROPOSED PARKING 144 STALLS CO 2 i i 1 PROOF OF PARKING 60 STALLS M I II 1 I TOTAL PARKING FULL BUILD OUT 204 STALLS ( I I c(.l I ) I I ADA STALLS REQ'D / PROVIDED 7 STALLS/8 STALLS o n I I N N I I Q O 3 I I I I I Y Q Y 0 III I I III III o f I I !�Y!i I I I O N (q a) I I !! I I II III J �; Q Q m =1'" I III III Q o 0_ c) O N a m o 1_r I I JHO Q w Z Y I I I I0 II Y w v Q I <L' --\73 `- CD wz Q w 1-1 CD U 73 L- I- - fl cc000 0 0 0 C ) N III, Wwa X o WE- \\\ I Zcta — Z \\\ I iL i III CO Q \\\\ ; i III IU. 0_ w \\\ I I 60 POTENTIAL FUTURE I I I 1 III i U- \\\ I I I ¢, li PARKING STALLS SHOWN III O X Q >, I I FOR PROOF OF PARKING % I "LN. 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ADDRESS: 14255 JOHNNY CAKE RIDGE RD a) PID:01-32901-01-020co - - PROPERTY LINE O - - - - - - - - - - - • - - - - - II 11 SETBACK LINE H Q 1 (ST-08 0. 5'PRKG SETBACK ` T Q PROPOSED CURB AND GUTTER 0 mL I L (-.1 co 20'BLDG SETBACK LIMITS OF DISTURBANCE(OFFSET 3'FOR CLARITY) I AID/ I i i O R50.0 , O 0 sir-07 R15.0 O ` i PROPOSED STANDARD DUTY ASPHALT,SEE INSET A III �� 1 - I I I I R1 ` , I 00 ` I R26.0 N 46'DRAINAGE&UTILITY ESMT 30' 11 I PROPOSED HEAVY DUTY ASPHALT,SEE INSET C 0 �� �� , --/-- �r Ic IU ` / U) > R5.0 / 4 ► 1!�� Iw lc/ a 4 Z ` Oj / ,cmw ` a 4 PROPOSED CONCRETE PAVEMENT,SEE INSET B O_ 0I I 24, IC71� , 4 - A I l 0 1 Im 10 ,-• ,-• ,-• ,-• ,-• .- 5 - - i R5.0 • I io i� ` r r r r r PROPOSED STORMWATER MANAGEMENT AREA CC - - - I - �� R10.0 I aI III ; 1 _ I/ Ni �`� a 1 } �_ I- - - PROPOSED CONCRETE SIDEWALK III I 1 k �!7� �,r-'I r r , r TOE OF -c IIIcn III 1 �� �1 I, _ 33' 10' 12'd - i (- -ri r EXISTING POND 6 1- I -' PROPOSED LANDSCAPE AREA o A l 1 © IJ -rl r r r r r r r r r r r Cf; rrrrr rrrrrr �•�:��• .�•I,.J Z o 1 i 18.5' Q TiN1 Nr r1•'�'r �.r r'•r r •1,� III is J 0 1 1 < r r r r r r r r r r r r r 'd106260461111141,0141]f�r�, ' � � �':1� PROPOSED RIPRAP w III I ST-09 / • L J I 80.8' r �I _ _ _ _ _ _ _ _ _ _ _ o > C III 1 1 1 ON D&U r Ti r r r r rrrrrrrr Q o iZ I e I ESMT Ti - r r r . z L a i i l IST-06 I__ Ti r r r r r r r r r Y r r r r EXISTING POND C W Ti r r r r r r r r r 03 Z `� �_ III ' O P - Tir ; rrrrr �rrrrrrrr II= = III .rlrrrrrrtrrrrrr Boa II 55' I r > I - IST-05I--� I �1 r r r r r r rrrrrr I111 a) Q III I /� oa r rlrrrrrrrrrrrrr I ,r1 r rrr rrrrrr 0 - IIIIII\p\\\�\°°1 �� I Tir ; rrrrr � rrrrr PROPERTY SUMMARY Z Z o % I I 15 ►I 13 c I - I__ �I -I rrrrrrrrr I 24' Irr rrrr H Ti'-r1 APPLE VALLEY INDUSTRIAL H CO 4/ i t R4.5 �R4.5 I__ �Irrrrrrrrrrr I O a O A rrr .--, rrrrrr o' U A I 'T 'I rrr r r r rrr I TOTAL PROPERTY AREA 357,458 SF (8.2 AC) z -a I I a r �lr r r rrrrrr I ^ Q o L4 O 0 I rl r r r r r r r r RIGHT OF WAY DEDICATION 0 SF (0.0 AC)co ^A o o v 0 c I _ I 'rl r r r rrr r Z w } rrrrrrr i O.OSF (O.OAC) Q CO w 41? N i 0 r �i i IMPERVIOUS BEFORE DEVELOPMENT (0.0% > cn Ed ST-03 r r r r r r o I I - I I ST-02 IJ -I -I--- rrrri- / O - Z .4 ,F 1 r r r i 232,954 SF (5.3 AC) = w O • •� PROPOSED IMPERVIOUS AREA CL) } w co I I r i!��; rl ` i 65.2/o L a? I ST-10 ST-04 L I Ti" �/ ` �� • 124,504 SF (2.9 AC)- 61.4rtilli MEM Y u) I-' ,-r1 ' ' ' '- - PROPOSED PERVIOUS AREA (34 8%) �;, I , _ 0 1 © . 81.2' r Ti r r r/ ', _ o D T7/ i I ,�\\orr-- x 1 D&u -ri / i TOTAL DISTURBED AREA 384,958 SF (8.8 AC) H/ ZA7I .14 ESMT . r m c I I I IAI I r, �I ,.I_./ �, OVERALL •SITE COMPOSITE CURVE NUMBER CN=87 ■ IIMMIM ( III A e. i © © e 01 I 'TJI ST 01) ,;. �` NI pp"- 111111 SdS r -rAd_ • < < ZONING SUMMARY o I b-�, PROPOSED BUILDINGR10.0 E 'Tr_..... ` y� I�I I A:r 6 e- ; r 'do � 12 - GENERAL 1E L-11I I - 0 112,170 S.F. 0I I EXISTING ZONING INDUSTRIAL o III ��I FFE = 988.00 1, I D_ 75' - -16.5' rT' I I ' - m II IUIm1 0 O ELC%,// I f 1 1 I ,^/y- 12 - GENERAL c Imlwi �� - I I f,I BUILDING DATA SUMMARY PROPOSED ZONING INDUSTRIAL 1 r WI�I - 20 1 R10.0 I ST-13 I I Ai cnlpl a ow IST-15 I I /I I SIDE/REAR = 5' a� Olml IST-17�� a QQ ,;,,• '�;� 1 AREAS ' o === J �Iol 21T CS �- �� �!p�! I I PARKING SETBACKS ROAD = 20 rr) - \--IST-11 I 1 ' PROPOSED PROPERTY 357,458 SF (8.2 AC)1 SIDE/REAR (RES): 20' I ST-14 1 1 ROAD =40' C 1 1 ° I I/ I 112,170 SF (31.4% OF TOTAL SIDE = 10' II - I BUILDING AREA BUILDING SETBACKS o I 21 20 (ST-16 PROPERTY AREA) REAR= 20' a) I I I R4.5 ^ E 1 \I SIDE (RES)= 60 1 I i +I O I ili PARKING 0- p i - R4.5 a nQ f REQUIRED PARKING 204 SPACES M 0 I l i ~ I r i TOTAL PARKING 204 STALLS INO C I I 1ST-18 E 1 11 II PROOF OF PARKING 60 STALLS SITE PLAN NOTES z 0 N 3 1 1 7\1 NET PROPOSED PARKING 144 STALLS 2 I I I I III 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS U p Q Y I -� }A IST-1s ° 11 I I III 2 ADA STALLS REQ'D / PROVIDED 7 STALLS/8 STALLS AND CODES AND O.S.H.A.STANDARDS. w ° N O I I H Nv m .r_:r.:* I I J Ho w o / I ST-12 r _ r I •#e 11 1 I� III Q = o 0 ( H N a) } r -� C7 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT Q 00 Q m m o i I I N ST-20 I I J o 0 o o o LOCATIONS AND DIMENSIONS OF VESTIBULES,SLOPE PAVING,SIDEWALKS, EXIT m o Q I 55' ST-21 I I 0 Q ,- oO KEYNOTE LEGEND PORCHES,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING I ,- w c0 z v U t I - III c) °' UTILITY ENTRANCE LOCATIONS. Y v w < w 25.9' 18.5' 18.5' 8' I I o 0 a) -`� I I O - I I ' III m O B612 CURB&GUTTER(TYP.), PER CITY OF APPLE VALLEY o o v 1 24' IST-22 I I %� - o STANDARD PLATE 2-01 3. ALL INNER CURBED RADII ARE TO BE 3'AND OUTER CURBED RADII ARE TO BE 10' I I ` I 7 1 w w o O UNLESS OTHERWISE NOTED.STRIPED RADII ARE TO BE 5'. -g o ��� I I 33' +10' 12' \` �/ III z 0 a B CONCRETE SIDEWALK,SEE C401 • EL ��� I _ 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE Q a \\\ I_1 F1 r R30.0 - - - I R20.0 III 0 Q OC MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER NOTED. \\\ i I O C7N cn I DO ACCESSIBLE CURB RAMP 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, v %H a) I F E 0 I I R25.0 III REMOVED OR RELOCATED AS NECESSARY.ALL COST SHALL BE INCLUDED IN BASEZ H \�� i 1 OE ADA ACCESSIBLE SIGN.SEE C401 BID. _ H 0 o \\� I I H I I 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, UNLESS LU >, % I i I \ <IC III OF ACCESSIBLE PARKING J DRAINAGE&UTILITY EASEMENT w I PER PLAT OF KARAMELLA ADDITION OTHERWISE NOTED ON PLANS)INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, o I I - Q I O AREA STRIPED WITH 4"SYSL @ 45°2'O.C. STORM DRAINAGE,SIGNS,TRAFFIC SIGNALS&POLES, ETC.AS REQUIRED. ALL A I 17 16N SS-02 p I WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSOm O , I 24' I SS-03 nl I I AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL U I 1 R4.5 TYP -‘7C © - r 0 STANDARD DUTY ASPHALT PAVEMENT, SEE INSET A, C401 COST SHALL BE INCLUDED IN BASE BID. 1 1- co c I w R4.5 © I I I - 0 LANDSCAPE AREA-SEE LANDSCAPE PLANS 7. SITE BOUNDARY,TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A w cn o I I I O I SURVEY BY WSB, DATED 09/28/2021. 0 J = 0 1 ST-al I I -I _ - JO FIRE DEPARTMENT CONNECTION Z H I aa)) 0 14 o I I w -1 I I I I - - - KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES,OR 0 m � � I H I J 1 IJ I I I I I I co. �- N 5 > N ��N. 1 I os I ---j - - - - - _ - _ _ _ _ _ J i w - - - - OK HEAVY DUTY CONCRETE PAVEMENT,SEE INSET B, C401 OMISSIONS CONTAINED THEREIN. I w _ _ _ _ 8. TOTAL LAND AREA IS 8.206 ACRES. 1 �� �I } m w 1 1 O 1 I p w C �_ OL HEAVY DUTY ASPHALT PAVEMENT,SEE INSET C, C401 ( 1 E E zwo I z R5.0 O �,/ / hl- - - - U `./ ��� _ _ © 15.5' I Q 9. PYLON/MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS.SIGNS ARE E c O o d I I a - 0 �/ _ _ _ - - - - �N - _ _ _ D&U I_ OM CROSSWALK, SEE DETAIL _ _ SHOWN FOR GRAPHICAL&INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO �/ W , Q0 I 1 I o 24' _ - - - - SS-01 Q _ - - - - - ESMT 29.8' VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE IJ_ I I 13 _ _ - _ _ _ _ -�- - - - - _ - - - I NO TRANSFORMER PAD CONSTRUCTION OF THE PYLON/MONUMENT SIGN. I- I ST-24 _ _ - - - - - ELC I ''^^ Z (� i 1.; O R20.0 - - - _ _ - _ _ - _ - - - - - - ELC m OO MONUMENT SIGN 10. CONTRACTOR SHALL REFERENCE ARCH/MEP PLANS FOR SITE LIGHTING AND V J 2 R5.0 R26.0 / _ _ _ _ om • _ _ _ ELECTRICAL PLAN. z I 0 R20.0 limo R5.0 / - - GA �p�� - _ - _ - OP POTENTIAL FUTURE PATIO 0 W AI01 0I GAS mow _ - 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS,ABOVE AND I el _ - L - - - GAS -= � Q OQ CONCRETE DOLLY PAD UNDERGROUND STRUCTURES,OR OTHER OBSTRUCTIONS SHALL BE LOCATED U i� `� 1 1 R5.0 _ /\ • _ Alliek ' - li fl4 WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS CO Q I I 13 - ' O - - gooll ��� d 1 I I OR BERM AND LANDSCAPE SCREENING SPECIFICALLY NOTED ON PLANS OTHERWISE. W J u ITRAIL- 1ST-25 \ 1 j7----\-- I,� I I I L 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY 0 J o = ., GK 10 \ O� 'GAS It I SO DOMESTIC WATER SERVICE BOUNDARY DIMENSIONS. '0 cu ��� I ESMT Dd SECBP O /�_' 6 / R20.0 d I v J V/ LL 6 I qp'6L _ _ - 'lIl / a a` d Z. OT FIRE SERVICE 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. H PG a) coSE�BP G&V����y�M� GPS R20.0 <O ' O 1 5T v __= U CONCRETE ENTRANCE, SEE DETAIL 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. O > a c0 a 20 \NPillOs ` n' c> 23 ` L_ 0:. ` 1 S-VREE 15. ALL PARKING STALLS TO BE 9'IN WIDTH AND 18.5'IN LENGTH UNLESS OTHERWISE I J 0 W O TH W � INDICATED. /� 0 cc i v 14 __ A w i 16. THERE ARE 0.00 ACRES OF WETLAND IMPACTS. 1.� cg /1 g _ _ � - - _= y� •) S p 1 GRAPHIC SCALE IN FEET \ 811 ® ALL CONTRACTORS MUST CONTACT - J w Q 1/�/ L.. 1 f' 0 20 40 $o NORTH a r GOPHER STATE CALL ONE 2 a _J - JI IS As: '% �� MN TOLL FREE 1-800-252-1166 J a 0 1� Lj �, BEFORE CONSTRUCTION BEGINS w SHEET NUMBER H / \ /L -,%' _----- 1- Know what's below. TWIN CITY AREA 651-454-0002 A o0 Call before you dig. �F opus® 1 THE OPUS GROUP Opus AE Group, L.L.C. 10350 Bren Road West Minnetonka,MN 55343-0110 952-656-4444 1 2 ( 51 7 8 9 10 (11 Opus Design Build, L.L.C. 10350 Bren Road West Minnetonka,MN 55343-0110 I 1 I 952-656-4444 2'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 46'-0" 2'-0" f CONSULTANT SERVICE ROOM I I I I 1 [ I 1 to 1 I I PROJECT I Apple Valley Industrial PROPOSED BLDG. +/- 111,820 GSF li I I I I PROJECT ADDRESS Apple Valley, MN 1I 7, 1 1 1 I PROJECT NUMBER 31986000 I I I C 1 . N ISSUE RECORD 11/03/21 SITE PLAN REVIEW I I I I I po I I I 7, I I I B — — — - i I POTENTIAL OFFICE POTENTIAL OFFICE POTENTIAL OFFICE LOCATION LOCATION LOCATION I I I T ti L DATE 11/04/21 I PROJECT MANAGER J. WILLIAMS DRAWN BY S. OLSON CHECKED BY LEVEL 1 Floorplan J. WADE )i) 1"=20'-0" REGISTRATION 2 SHEET TITLE inco CV Concept Floor Plan O CV CV O CV 00 S SHEET NUMBER W I- 0 H AO . 2 0 J 0_ •0 ••• •SS• •••• CITY OF Apple Valley MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: January 18, 2022 SUBJECT: Apple Valley Industrial Plan Review per plan submitted 01/18/22 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: • Shoring(if applicable) • Protection of public utilities within existing drainage and utility easements shall be protected at all times. • Material Storage. • Haul routes to and from the site. • Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department(952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. Permits 1. A public infrastructure project is anticipated for the required right turn lane in public right of way. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 2. Department of Labor and Industry(DOLI) shall review private utilities. 3. 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 construction. 4. A right of way permit will be required for all work within public easements or right of way. 5. A Natural Resource Management Permit(NRMP)will be required prior to any land disturbing activity commences. 6. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Stormwater Permit. The applicant must provide proof of permit. it 1. Right turn lanes are required at all access points along 147th Street. The RT lane should be 160'-180' in length with a 60'-100' taper length. 2. The Dakota County North Creek Greenway Trail is proposed to align along the western side of site. 25' trail easement is shown where trail is proposed. Grading in the NW corner of site should be adjusted to allow for 5%maximum grades of future trail. Traffic 1. The Kimley Horn info for trip generation appears correct from ITE. They are showing 28 truck bays, so the ITE estimate may end up being low. It was analyzed at the peak hours assuming double the truck trips just to be conservative. This ended up with 1 in and 1 out during each of the AM and PM peak hours. 2. The Kimley Horn AADT estimate of 4950 was from 2018. The previous study did show an AADT of 6700, however, based on the MnDOT site, this was pretty far west on 147th, so the 4950 is likely ballpark correct. It's slightly higher now with the opening on Menards however, but still close to 5000 vpd. 3. Running through the 2025 analysis with the full build of Abdallah, they can expect southbound queues to reach 2 vehicles at reach back to the employee driveway about 50 percent of the PM peak hour. No AM issues. a. When this happens, about 50 percent of the peak hour another 1 vehicle will wait to turn westbound left from the Abdallah Employee lot to the driveway approach 147th. The delay is less than 10 seconds. b. The southbound delay leaving Abdallah onto 147th is less than 10 seconds per vehicle, on average. 4. It is estimated that the new Outlot development will have 73 in/10 out trips during the AM peak, 10 in/63 out trips during the PM peak, and 545 daily trips. Already stated was the 28 daily truck trips (14 in/14 out). We assumed double the truck trips in the analysis to be sure of any issues that could occur. 5. We completed an analysis both without and with the proof of parking lot included from the Outlot development. a. Without the proof of parking lot included, it is expected that during the AM and PM peak hours, there will be 1 truck entering and 1 truck exiting the Outlot Development truck driveway. With the additional 2 truck trips added, no queueing issues were expected. Both the intersection at 147th and the internal driveways are all expected to have sufficient capacity. The queues are expected to remain almost exactly similar to the 2025 analysis with just the Abdallah expansion. b. With the additional parking lot and access included across from the Abdallah employee lot, it is expected that during the AM peak hour 17 trips enter and 3 exit the Outlot development driveway and during the PM peak hour 3 trips enter and 15 trips exit the Outlot development driveway. With these added vehicle trips, delays and queues are expected to remain similar to conditions with just the Abdallah expansion. Delays leaving the driveways are all under 10 seconds and the southbound delay from the main driveway to 147th St is less than 10 seconds per vehicle, on average. 6. No congestion issues are expected within the internal driveways. The number of vehicles from the Outlot development utilizing the Abdallah west driveway is approximately 20 per peak hour, with 2 truck trips. 7. The westbound right-turn lane into the Outlot development Western Driveway should be incorporated, as it provides added safety and is consistent with all other driveways in the area. This Outlot Western Driveway is their primary employee access and is expected to have over 50 trips entering during the AM peak hour. Storm Sewer, Grading. Drainage, and Erosion Control 1. Final Grading Plans shall be reviewed and approved by City Engineer. 2. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 3. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 4. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 5. Water quality volume reduction appears to be addressed in the provided storm water management plan 6. City Ordinance 152.55(B): Maintenance agreement for the proposed storm water management areas will be required and must be recorded. 7. Erosion control measures shall be installed prior to beginning grading operations. 8. A construction entrance shall be provided at all proposed entrances to be utilized for erosion control purposes. 9. Street sweeping shall be performed as necessary to address material tracking from the site. 10. Provide the overall site composite Curve Number(CN) along with the impervious % on the area tabulation(sheet CG101). 11. Minimum greenspace grades should be 2% minimum. 12. Minimum cover on pipe in street shall be 3', 2' in greenspace. Check all areas and ensure proposed grading works. 13. Sumps will be required in structures within paved area prior to discharging into ponds. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH. Sump structures as shown in City"Catch Basin Manhole with Sump" detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 14. Existing unused storm stub along the western property line shall be removed back to manhole. Sanitary Sewer and Water main 1. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. 2. Provide hydrant coverage map 3. Remove all unused service stubs back to the main—notes shall be provided along with restoration requirements at each location. Landscape and Natural Resources 1. A revised maintenance agreement will be required for the storm water pond. Ensure maintenance accesses are established with the plan and are clearly depicted. 2. City Ordinance 152.16 (4) (b) (5): A protective buffer zone component (PBC) shall be submitted as part of the natural resource management plan. The plan shall consider the proposed seed mixes and recommended maintenance efforts to ensure the longevity and health of the buffer over time. Provide detail on the proposed storm water seed mix. The detail shall consider a minimum of a three year establishment period per the specific seed mix specifications. Regular ongoing maintenance such as weeding, spot spraying, and inter-planting are likely required to ensure the longevity, health, and functionality of the buffer. a. Sheet L100 proposes three different seed mixes with various establishment periods and maintenance requirements, as detailed by MNDOT: Ponds&Wet Areas in Central, Southern and Western MN 33-261 35 Ponds&Wet Areas in Northeast MN 33-361 35 Sandyldry Areas-Short Grasses 35-221 36.5 To reduce weed establishment,maw 2 31 to 3 times(30 days apart)during 1 General Roadside 35-241 36.5 year with the mower deck about 6"-" Wet Prairie 34-262 14.6 off the round. Mow one time during fslati' Riparian areas in Central, the 2� year before weeds set their Southern, and Western MN 34-261 31.6 seeds. Burn or mow once every 3 to 5 Riparian areas in Northeast MN 34-361 31.5 years following the initial 2 years of Partly shaded roadsides in maintenance to remove dead plant Southern and Western MN 36-211 34.5 material and stimulate new seed. Partly shaded roadsides in Northeast MN 36-311 33.5 Partly shaded roadsides in Northwest MN 38-411 36.6 Partly shaded roadsides in Central MN 38-711 36.6 3. Policy 4.8 of SWMP: Where protective buffer zones are established, the City requires the upland boundary line to be identified by permanent markers, approved by the City. a. The City can provide examples of signs. b. A figure will be needed showing the sign locations, which are required at each lot line, and one at every 50-foot interval. All markers shall be correctly installed prior to the issuance of any NRMP. 4. City Ordinance 152.57: Protective buffer zones will be subject to the requirements and restrictions in this section of ordinance and generally includes: a. Memorializing the buffer zone in a written document approved by the city and recorded on the plat. b. Buffer restrictions on vegetation alterations, topographic alterations, dumping of materials,placement of structures or impervious surface, etc. 5. Recommend substituting a Black Hills Spruce variety for the proposed Colorado Spruce due to common fungal problems with Colorado Spruce. The proposed White Pines have a full mature size of 40' wide. Suggest further spacing, staggering, or substituting a percentage of the white pines to a mixture of more narrow evergreen species such as Norway spruce. 6. The tree planting schedule is diversified per the 30-20-10 rule, however the plan is approximately 47% ornamental trees, 22% large shade trees, and 29% coniferous trees. a. Of the ornamental trees, 42% are Quaking Aspens. Of the large shade trees, 78% are maples. The City recommends further diversifying the large shade tree schedule to include other species. (The 30-20-10 rule suggests an urban tree population should include no more than 10% of any one species, 20% of any one genus, or 30% of any family.) 7. Provide exterior foundation planting plans. The City encourages planting a variety of native species (not cultivars) in the schedule. 8. No trees will be permitted in public easements or ROW. 9. No trees will be permitted in the 100-yr HWL. 1/26/2022 Apple ValleyIndustrial Site Plan & Building Permit Plan Review City Council 1-27-2022 AppValley Action Requested Adopt resolution approving site plan/building permit authorization to construct a 112,170 sq. ft. industrial building at the northwest corner of Johnny Cake Ridge Road and 147th St. W. APP! IIey 1 1/26/2022 Site Location . 4 / ••• , 1-•• r 1 Project .... - ... , Site r r r . ..- - I 011 _1 I. A t t , it ' il ... ( —1 _ _ - ---- 11111.111r -- --- i - -- Apple- Valley .._ , . -----"------ 2- Site Survey 9....„.., ... ,,. . a• I !„. • i T • • • I• , -E-- , I OUROT A 7 „ . . ;?,,c - . ''`'47.•':.----1.--..: I ill "=•- \ Al Mt= II; I rt VIA .' • ;era; . r` • 'H '' .i ....,,,, F.Ei: .,,,,r...,,,,''''''":"1•,--4 --- .`- 41'...,:, _,.,` :•:,., . .r.---.' ...."--4.47.__,........2221',,......... ........... _ .i - .„ t115c ' .. 1111:2-!=s-7 ---- ____,...---2" .• - -''''''iii,10M1--111;"°° 2,11-- I ilm. ...., •:::K:- _ - Apple Valley L I— -;;-,0;,.=;.ztra 2 1/26/2022 Site Plan Al 11-.. Mr. .- . 1. I El MI i III =, ME , I .... ii MI .,' I r IOU Li i 11 g .. 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Valley Action Requested Adopt resolution approving site plan/building permit authorization to construct a 112,170 sq. ft. industrial building at the northwest corner of Johnny Cake Ridge Road and 147th St. W. APPValley 9 • ITEM: 5.B. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Regular Agenda Description: U-Haul Apple Valley, 6895 151 st Street W. Staff Contact: Department/ Division: Alex Sharpe, Planning and Economic Development Community Development Department Specialist Applicant: Project Number: U-Haul Apple Valley PC21-19-B Applicant Date: 9/6/2021 60 Days: 12/5/2021 120 Days: 2/3/2022 ACTION REQUESTED: 1. Pass ordinance rezoning subject property from "PD-254, Zone 1" to "PD-254, Zone 2" and amend "PD-254, Zone 2" to allow "Self-Storage Facilities" as a permitted use and increase total building coverage to 40%. (Recommend waiving second reading) 2. Adopt resolution approving a conditional use permit for exterior storage of rental vehicles and trailers at U-Haul Apple Valley located at 6895 151st St. W. 3. Adopt resolution approving a site plan/building permit authorization for a 12,230 sq. ft. building addition at 6895 151 st St. W. SUMMARY: U-Haul has made application to add a 12,230 sq. ft. building addition at their current site located at 6895 151 st St. W. The 3.08 acre site is located in the southeast corner of Galaxie Avenue and 150th/C SAH 42. U-Haul currently operates a self-storage, vehicle/equipment rental, and exterior storage area for customer vehicles on the site. The applicant previously brought this project before the Planning Commission as a sketch plan in June 2021 and a public hearing was held on November 3, 2021. The applicant has amended their original application to rezone the property from PD-254, Zone 1 to PD-254, Zone 2. Staff supported this amendment as it addressed concerns that any text amendments to the zone would affect multiple properties. PD-254, Zone 2 currently exists within the zoning code, but there are not any properties within Zone 2. The building height in Zone 2 is 40', which was the height the applicant was seeking for the proposed building addition. The zone requires two minor amendments. One to allow self-storage facilities, a use similar to those already permitted within, and a second to increase the total building coverage from 30% to 40%. Despite the building coverage increase, the redevelopment of the site will result in improved stormwater treatment due to new regulations. The proposed building is for the storage of a U-Haul product called a U-Box. The U-Box product is similar to a POD product already on the market. The product is dropped off at a customer location where they fill the box with items they seek to store. The U-Box is then picked up by U-Haul and stored in their building. To access their items, the customer must request that the U-Box be delivered to a suitable location and may not be accessed on site. The inability to access the stored customer materials on site is the primary difference between this product and a full self-storage facility. A condition of approval is that U-Boxes shall not be accessed by customers on site. Several actions are required for this project to be approved, all of which were recommended unanimously by the Planning Commission on January 5, 2022. BACKGROUND: Site Plan The plan proposes to add an additional 12,230 sq. ft. structure to the western side of the lot where exterior storage of customer vehicles is the current use. The site accesses would remain on 151st and all truck maneuvering will be required to occur on site. An auto-turn drawing was requested by staff demonstrating that the semis transporting the U-Boxes do not utilize public right-of-way (ROW) for maneuvering. All unloading of these vehicles is contained within a screened area in the southwest corner of the site. Zoning The site is currently zoned PD-254 Zone 1. A rezoning to Zone 2 allows for additional building height and minor amendments to the zone allow the use and building coverage. A Conditional Use Permit (CUP) was previously granted for the exterior storage of customer and rental vehicles in 1999. The requested actions amend the CUP issued in 1999 replacing all conditions. The exterior storage of customer vehicles such as RVs, boats, etc. are no longer permitted on site. Additionally, conditions were added noting the locations permitted to store rental vehicles and trailers and that at no time may vehicles be stored within the public right-of-way. The current building coverage is approximately 30%. A PD amendment is requested that would allow for a 40% building coverage, an increase from the current allowed building coverage of 30%. As noted previously, the building coverage regulates the intensity of use on the site, but does not address or improve stormwater management. The project is required to install underground stormwater management, which is an improvement to the current conditions. The applicant is also requesting a rezoning from PD-254 Zone 1 to PD-254 Zone 2. Zone 2 is an existing zone within the City Code, however, there are currently no properties with this designation. Staff and the applicant have worked together to mitigate concerns about a total building height for the proposed addition. Zone 2 already allows for a total building height of 40', which is the minimum height the applicant has stated is required for the structure. By rezoning to Zone 2, the City is able to review any future requests for a more intensive use within the zone through a rezoning application. This mitigates concerns about the proposed zoning amendments affecting multiple properties. Parking The site currently has 58 parking stalls outside of the area designated for vehicle exterior storage. The new site plan proposes a total of 71 stalls for exterior storage and employee parking and 17 for customer parking. This area could also be designated for trailer and rental vehicle storage. The proposed addition would not be open to the public and would not generate additional parking demand for staff as the building is primarily used for storage. Conditions on the site plan and building permit authorization include that customers are not permitted to access the U-Box storage as this would result in increased traffic and parking requirements that the site may not be able to accommodate. Landscaping The new building will be subject to landscaping requirements. New landscaping will be required at the industrial rate of 1.5% of the means construction cost. The site has limited space for landscaping and has limited ability to improve public spaces through improved materials. Screening of the proposed building on the east and additional parking to the north is included in the landscape plan. Building Materials and Elevations The primary building material is a metal panel system. The Planning Commission and staff have worked with the applicant to increase textures and colors of the proposed material. The Planning Commission added an additional condition that the orange metal banding that exists on the current structure also be installed on the addition. This condition is included in the approving resolution. Stormwater and Utilities The City Engineer memo attached provides greater detail on storm and utility requirements as additional coordination between the City and the applicant is required. Stormwater treatment is required due to the amount of disturbance proposed. As noted previously, an underground stormwater system is proposed with the project. The addition of this system allows for improved stormwater management than exists on site today. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Resolution Resolution Location Map Zoning Map Memo Memo Plan Set Elevations Elevations Site Plan Elevations Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F, ARTICLE 10 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 254 The City Council of Apple Valley ordains: Section 1. The City of Apple Valley official zoning map is amended to re-designate the zoning for the following property from Planned Development Designation No. 254, Zone 1 to Planned Development Designation No. 290,Zone 2: Lot 1 Block 1, U HAUL APPLE VALLEY ADDITION Section 2. Apple Valley City Code, Chapter 155, Appendix F,Article 10, is amended by adding Section A10-2(B)(4)to read as follows: §A10-2 PERMITTED USES. * * * (B) Zone 2. Within this zone,no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: (4) Storage facilities contained within a building(outdoor storage subject to conditional use). Section 3. Apple Valley City Code, Chapter 155, Appendix F, Article 10, is amended by revising Section A10-5(A)(1)to read as follows: §A10-5. MINIMUM BUSINESS AREA REQUIREMENTS. A. The following minimum area standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so improved or used shall meet the following area and dimensional requirements: (1) Table of minimum area requirements and standards. The dimensions shall be measured in feet unless otherwise specified. Requirements Zone 1 Zone 2 Minimum Lot Dimensions Lot area (square feet) Interior 15,000 20,000 Corner 17,250 23,000 Lot width (fronting principal, arterial or 150 200 community collector street) Interior 100 100 Corner 115 115 Minimum Building Setback Along principal or 40 40 arterial streets Along community 40 40 collector streets Along all other streets 30 30 Side lot line 10 10 Rear lot line 15 20 Abutting one-family detached, duplex or 30 60 multiple lot Minimum Parking Setback Along all streets 20 20 Side or rear lot line 5 5 Abutting one-family detached, duplex or 20 20 multiple lot Driveway setback from principal or arterial 100 100 street Maximum Building Coverage Coverage of lot 30 39-40 (percentage) — Maximum Building Height Maximum height 35 40 Section 4. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. , a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. 2 Section 5. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 6. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 7. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this th day of January, 2022. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F,ARTICLE 10 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 254 The following is the official summary of Ordinance No. approved by the City Council of Apple Valley on . Lot 1 Block 1, U HAUL APPLE VALLEY ADDITION, City of Apple Valley, County of Dakota, State of Minnesota, addressed as 6895 51st ST W, is re- designated from Zone 1 to Zone 2 of Planned Development Designation No. 254. Apple Valley City Code, Chapter 155 Appendix F, Article 10, governing Planned Development Designation No. 254 is amended by adding storage facilities contained within a building(outdoor storage subject to conditional use) as a permitted use within Zone 2 and by revising total building coverage in Zone 2 from 30%to 40%within Zone 2 of Planned Development No. 254. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W.,Apple Valley, Minnesota 55124. 4 CITY OF APPLE VALLEY RESOLUTION NO. 2022- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR 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 exterior storage as regulated in Section 155. Appendix F Article 10-3. of the city code may be allowed within the confines of a Planned Development No. 254 Zone 2 zoning district and in accordance with specific performance standards, as a conditional use; and WHEREAS, approval of a Conditional Use Permit for exterior storage in conjunction with a self-storage facility has been requested by U-Haul Apple Valley; and WHEREAS,review of such Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on December 15, 2021 and continued to January 5, 2022; and WHEREAS,the Apple Valley Planning Commission recommended approval of such Conditional Use Permit subject to certain conditions on January 5, 2022. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota, that a Conditional Use Permit for exterior storage within Planned Development No. 254 Zone 2 be approved subject to compliance with all applicable City codes and standards, and the following conditions: 1. The Conditional Use Permit shall apply to property legally described as Lot 1, Block 1 U HAUL APPLE VALLEY ADDITION. 2. Resolution No. 1999-248, approving a Conditional Use Permit for Exterior Storage for U-Haul Apple Valley, is superseded by this approved Resolution and all outdoor storage on the property shall be subject to the terms and conditions of this Resolution. 3. Such operations shall be conducted in conformance with the site plan dated December 12, 2021, on file at the City Offices. 4. Exterior storage shall only be permitted in the area shaded as noted in site plan dated January 8, 2022. 5. Storage of vehicles or trailers for rent shall be stored on site at all times. Storage on City streets at any time is prohibited. This includes temporary daytime parking for all rental equipment. 6. Customer vehicle storage shall no longer be permitted on site, in conformance with the site plan dated December 12,2021. 7. A total of 71 parking spaces are provided for rental vehicles and employee parking,rental vehicles or trailers shall not be stored in drive lanes or exceed the total parking space count or be stored outside of these designated storage areas. 8. The site drive lanes shall be kept clear at all times to ensure emergency vehicles can traverse the site. 9. All exterior storage shall be screened from off-site view through vegetation or an opaque fence of 6'in height. 10. The Conditional Use Permit shall be revoked for cause if the terms of(2) through(9)above are not adhered to. 11. If the Conditional Use Permit resolution is not filed with Dakota County within one year of the final date of approval,the approval shall lapse. ADOPTED this 27th day of January,2022. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 2 CERTIFICATE I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on January 27, 2022, the original of which is in my possession, dated this day of , 2022. Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2021- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR U-HAUL APPLE VALLEY AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS,the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 5, 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 U-Haul Apple Valley 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. The Building Permit shall be applicable to property located at 6895 151 st St. W and legally described as Lot 1,Block 1,U-HAUL APPLE VALLEY ADDITION. 3. Construction shall occur in conformance with the site plan dated December 12, 2021. 4. Construction shall occur in conformance with the landscape plans dated December 12,2021, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 1.5%landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plan dated December 12,2021 with the addendum that the orange banding that is on the existing structure also be installed on the new structure to maintain conformity of appearance. 6. 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. 7. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP)which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 8. Construction shall be in conformance with the lighting requirements of the City Code. 9. 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 erection of any signs. 10. Construction shall be limited to the hours of 6:00 a.m. to 7:00 p.m. Monday through Friday. 11. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 12. A bike rack in front of the building at a location that will not impede use of any sidewalk. 13. Subject to the City Engineer's memo dated 10/27/2021. 14. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 15. 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. 16. 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 2 deadline,with the cost of such City completion to be charged against the financial guarantee. 17. 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 27th day of January, 2022. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 iil6vnrY..e; „,„ -.i I ". ,• Si.. �..; -_• ' "'„'3Yr�Sfi�'„—______ c s s .♦ 41 � 4t: fig.. :., a . 74.i ,,r. 5.: fir. !_ :• .o, r �+ v. k.0 =i - , .____ , ______7...... . .... ____ mr :- -,;-- -- - -- -__ - - - - 150jTHtST - - 11"111r1 _ ? 1�50a w ., t�fi3 iifri �.__ .�•=. . F� _ x li r---.1,..... _ !. ! . ,..,: ".I 1 . . .1l NI -. •,�.:1I r � _., ,. ,i 7 �T F. SITE a, 'Y''..1.7/-''''' . .1 --\' I- '111 :Oft;, 17 4 - = crircr;;-; * 'Ir . ik P ^ Ra . ,.;,.... ,.. ..r : 1 . + _ t , a t 4 Tr • 4 nor a - .icy - :: 0 ;R , ri , a' _ -.-- v, - ,1 1 • „mit- ,-_-_____-__ _ eir_. .. r�' GABELLA ST . Proposed Site ,c ,li 1 •�'�I,.;- R-7--- iirl Vat\7— U-Haul U-Box Addition c . i-, ALang eil n'� lit HI�Jm5�/1:■4 ; !LTc'.M Zoned PD 254 `-�'' '„'_I' �`�,��� `•1 r.:d G . 1 v sett Il n. 1 �� q�t� a 2 O If u_ 150TH ST W 150TH ST W w a A /// • X SITE PD-254 Q J V' Q 151 ST ST W PD-254 1/f/AGABELLA ST Proposed Site �� 1�� •.A- r U-Haul U-Box Addition il'� = ' Ely Zoned PD-254 `W'' ' '�' '����� ��� raiato S... ....• ..., CITY OF Apple Valley MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: October 27, 2021 SUBJECT: U-Haul Plan Review per plan submitted 10/05/2021 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: • Shoring(if applicable) • Protection of public utilities within existing drainage and utility easements shall be protected at all times. • Material Storage. • Haul routes to and from the site. • Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Depailiuent(952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. 6. All retaining walls over 48"from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4' will require a fence above the wall. Provide additional details and/or specifications for retaining wall. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. Permits 7. Provide a copy of the executed Minnesota Department of Health,Minnesota Pollution Control Agency,Met Council,Department of Labor and any other required permits prior to construction. 8. A right of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit(NRMP)will be required prior to any land disturbing activity commences. atg 10. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 11. All truck deliveries and turning movements shall be accommodated within the site and not use public roadways for internal circulation or operations. 12. Provide Traffic Forecast Information(Anticipated trips and distribution for the proposed land use and existing) for review by City Engineer. Storm Sewer,Grading. Drainage,and Erosion Control 13. Final Grading Plans shall be reviewed and approved by City Engineer. 14. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 15. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 16. Provide updated overall site composite Curve Number(CN) on the plans. 17. Proposed Underground Storm water System shall be privately owned and maintained. An Underground Storm water System Construction and Maintenance Agreement will be required. Sanitary Sewer and Water main 18. The City of Apple Valley has not allowed multiple water services to a single site user. Additional review of proposed water service and additional water meter will be required prior to building permit issuance. • Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. • Private sanitary sewer and water services are shown in the drainage easement along the existing western property line to serve a new bathroom in the proposed building. Additional water service will require additional water meter. This condition needs to be confirmed with building inspections prior to final plans. 19. Show the size of the proposed water service to proposed building. 20. Inside drops are not allowed to public infrastructure. Sanitary service connection shall be with wye and not be connected directly into manhole. 21. Show the location of the existing sanitary sewer and water services. 22. Additional Fire hydrants and access routes shall be provided per the Fire Marshall's recommendation. 23. Fire protection shall be provided from existing building in accordance with Fire Marshall's recommendation. Landscape and Natural Resources 24. Quantities and locations of trees should be indicated on plan to show diversity of species. 25. Landscape plan should clearly indicate drainage and utility easements and property line. 26. No major tree plantings shall be located over any underground utilities or in drainage and utility easements. Clusters of trees shall be used near or around these areas instead of planting in a row. The Drainage and Utility Easement will require clearance around the underground utilities, or the expectation that trees may have to be removed for access when needed. I Apple Valley Fire Department MEMO City of Apple Valley TO: Alex Sharpe-Planner FROM: Brian Kilmartin, Fire Marshal DATE: April 29, 2021 SUBJECT: U Haul Expansion- 6895 151 st Street Alex, I have some questions/concerns regarding the expansion. - Fire Department Access, the Fire Dept. needs access around the building. In the current status access is at times difficult due to trucks stored in aisle ways. - If a roof is constructed to bridge from the existing building to the new storage location the roof will need to be high enough for fire apparatus to drive through. - This addition will be required to have a Fire Suppression system installed - All turning movements as specified in the current Minnesota State Fire Code (MSFC)will need to be met. Brian Kilmartin Fire Marshal 1 1 PROJECT LEGEND ,IrLI ��yr1, p z, y „ ,t. _. ,.. . _ � t,. �r1 , � ADDRESS / LOCATION . EXISTING Z :Y• "r•'1 - I, ¢ ` 4 fr ___ ri f#, i•F,i�' • �:I -► _''' . r* 1' 'I, r • • - • - lw 't '4�'^. 'ps .0747 ` ?♦.:.. '`•: '..A �F- � _ I•i ' I ' . . . •f f . .� 1 '* a�4,. ';,� . s ►` �. "`'. ,! rv' F 1 • ., + ,. - - CITY LIMITS0 • f. ; }-;+ '�" ' ' I , �•�--. '"F `' . '�►` ti + ,`' f r `' 1�"`T�",,�,* Via" i- ,.. . SECTION LINE i� *�► f44 : -� . ;�� r' c� >r r- ,.,. , }•: . , .*, ; .I , Irv. •,, ., , . � ' 6895 151 ST STREET WEST ..�;..*.,,,..« �•. 4,.. ., ,y ,. ,,i '` r r' ' tY .r-'r. a .46 v�D- `a `: y� QUARTER SECTION LINE 4 '`,�'' .� e,-• � 1,_.., ,Y �:�. • • i. _ x � _ . 1 ,, '�'� � ?. 4 .�� �� : te` ,_ ` � ♦ . . �ia' +� ��' ,E ,, 1, -�-F r 7, '. • 1 7:". ;*, AO ti `4 ► ..7,-,.. •*,. `1� i RIGHT OF WAY LINE • '•. , '.� _,1 t �, .�, 17 APPLE VALLEY MINNESOTA 55124 �'�' w bM.. r 4- yir �t J `, rp } A' a' , ,►• :.�1 *C, r •a ., ylI PROPERTYILOTLINE F ,,, fp' p. I •, s ,;.,1 ♦ • ;'.-_ • }. '� ' ?, l -.a ti ` r • F‘v .'F '. 4: 'V- • r,• �,P -1•`,.,y,,� `�,g,'I '.6 y� � '?r. _ v0 *' `�r': y . ,,- . ► 'O -. t ►.� ,. i ; i,�y 1,}` �►5 r • E• EASEMENT LINE .e. .h! �r •/ • ! 4+ _ _ 2 _ - # - ♦. • At. - 9 ;yam a' 1,. -- 3 iie #� �' 1+ • { ACCESS CONTROL j .A,* r }. Mi:' a - , ',, f :f �� i. �- ,'.a .�, 4 11r - • -- w- - WATER EDGE . ., . , . _...... • . ....,„., :...... ,.., J x* ■+. ,' '`1 E` . r t �.,'r} tI .� _ + .�� f;c:re. T n _k �� *��f, f' �' :��-: " - WET WETLAND BOUNDARY i:.. �,e�• ,. ▪'�- •o t' , ► 1�" °1� % - '� �1..,, '�"rr ? L •F] ,t• Z '_ r �';, �_ �- ;�`" •. . 1" ' .�__ - ,r SITE SUMMARY ,i�r, ,i�r, ,i�r, WETLAND I MARSH IX •,0", s p . ► Ti:-. 4 r- 4.1 r - , • ;6. . yam' `• . 40 - h • ► • 4 �- r ,+ •�. ,1 f'rf ' • i ''T • ► ` - - 1 X x X X ` TAT'';. L•%% , l \� - • •r '� ! r t• s �4 r s' • *.� �~ �fY�}E#' "� I•. �" a*• , '� ZONING: PLANNED DEVELOPMENT DISTRICT N0.254 FENCE LINE ?+ - . + (0 _ +�r,o. ig;a �a `"1 y, !_��; �� t �`•, .+ •, ,+ t,{i , +, .� t i . r. >- - - << - - -< CULVERT • ilkt'' +, .r�. .} y. 'r"F.' h r` a •F + is r*� r+" •`R'' ✓ _p�-_ a a -, • t+F,. 4„ # , �" , F,j qJ ,:.0�i=' ` +F«, ', �'. R t, �• ,• . T'' r a % , I.-♦ f-( ".tc,A ♦t " :7•+,♦ blb r:-,�L �" ,,, w; �. - - << - - STORM SEWER II rr_ 1? r r '* w' `,�` 6: �. `tn• 'r ► r•.� r�, vt'r..r1c r'` �. '#. 'tr �` SITE/LOT AREA: 133,914 SQ.FT 13.07 AC. F , '`* ■1 = i '.: r' .wrt+ •-' r F�r m •., + i .�y_.`. �a..,a +� a; +1+•_+.y+�+uY►a.vi, '� �,�, �yr ,+ y ', - - - < - - SANITARY SEWER r* r t r ,4_ f, IM F▪ 'I � fir '- Q•P c • I. .• ,r• ,/- -,y - - , ' �.' ... r •0,L\..,,.. ,i.' •• " C� ecivi' •. I f'!1r;'- y - _ _ ..._.as .p??,. a1 r_...,:. , , 74 4 !' ,-., ,a.._ o* y. t. arm .ers 0. .1<, .",./,_ . *` Fre..R,•:. . *:+�-011 • ,•. <I I SANITARY SEWER FORCEMAIN Z rT Yr. •Y r p � ^.. r. kv,e ] = °` "` �; ' IMPERVIOUS AREA: 108,832 SQ.FT 12,50 AC, ,,; . ±, ;it--,, �'G,;;, a-' ,' . • w. - ,0,r ' -1' .� r.. : `-"• : p`�.`_` ■ - - I - - WATER „ . - „ ' �' • f • '� , GREENSPACE G GAS 0 . t. �yt I E qT ,, ,r L: .3 c., M..{ til, . 4 . r ;:'' ' 25,082 SQ.FT 10.57 AC. - - - - Vic 1 - . C. , 3 •F • PROVIDED: of OVERHEAD ELECTRIC ' ,. ar'. �F r ri :," i _i10 i t f-- ` COMPOSITE CURVE - - UE - - UNDERGROUND ELECTRIC 0 +"••+,.�• - , ., ‘,..„. * r.,-,4.-4 olk . "� �` ei. it, ',. . r' _ - •. .., _ '1 r.`,. • NUMBER: 91 - - UT - - UNDERGROUND TELEPHONE .��� .,A.w�, • � �• �• ., . '#,, i ! *�"' _ r �, •• - ; ► •- .: *+ c�r�.r r.� :7 ' , t��' - - UTV - - UNDERGROUND TV a r._ �' _ tr... ... . _ - s ..- i `r 9r.rt r � ,f •ors • • , •MP C,'4i1 .� - �_. ';r - - - - ' ° I i - w PARKING REQUIREMENTS (PER CITY CODE) oHL OVERHEAD UTILITY BAUER . . 4�.- UNDERGROUND UTILITY r .� sAMt.....v.r,r '-.. UTL • ` ii ESIGN BUILD • I • I ��. -fir ' l' • *'" Al - TYPE UNIT I AREA STALLS REQUIRED STALLS PROVIDED - - FBO - - UNDERGROUND FIBER OPTIC d ♦.♦ { ., rr'!' f f1 'Tr % •••`T.P.!, F�,, + v ...fi � l.._.,.,, �;c-` _ _ _ ••�•� _ O ,_•,. • .• Ah.Y + ' •*.:,Ilk Y y-mat ,, _ „ x, _ - . , ~ .'. 990 CONTOUR(MAJOR) " ' .e., • , • '* ' .•• . = ( ) 1 1150 SF 14 37IJ- +• ' RETAIL 2,100 SF : ,: w - *. �I =w - ,. , ,�. ,,1x nc � +. ~ F •� it 989 CONTOUR(MINOR) + �-�' ▪ 4 -, . • _ , a;'" r . ,- , ' sF 3. t �` n 1�- „ `!_ :r� -• - N**,), : : - WAREHOUSE(6,000 SF) 1 /400 SF 15 15 !C'' -...k. '.i •1,„wr,.r� ai• y{- • ' [ . ► * , � ,.'.- - '"'�% - � ..�' •a : {:f:IC., DECIDUOUS* C UOUS TREE .11,_ . P t,et' ,r _ r-'"-r :. ,i �. t + ;' . . A - ,. - 1 !' +� 7: �' ` WAREHOUSE 6196 SF t r f-- �" i. r �• fi ,;-,,.,•. . .••.• '. .p9 101 15; ( ) 1 /800 SF 8 8 CONIFEROUS TREE • P I '}+.i►• �r '.G"C"'• -� si'.�'r, ''4. Pk t ▪" • ` ice~ r f �I • .ti y1u _HAu L F I s � " '; }: ��ia� .• ' ,, ,r - .. :4 - t TOTAL. 37 60 TREE LINE O i.'..... r', .- Er - :, , L j.* r •, Tr' a� • , 0 MANHOLE/STRUCTURE 1 r - . 'mil, ► j j ,d, I ▪'; •;' r0. Oil _ CA CATCH BASIN Z lL_ y,.`' +• ' r �w l . . L �- ' a _ , �� SETBACKS 1 1 . 1�` l • - - M 4 a HYDRANT - • F_A--7--- IP . i , ,.. {�.•• • •■►+.�,r,►+ L. „Ii - .� • _ .; - `� -. : - s _ Cr fk ''r% r .. PARKING BUILDING Da VALVE .• . 2''r + , , t r .ic.,. _r_ * ,... - 1 ril.'"e'•r.t irk s ,,-jr• .,-',.Le-11P ,,-"1"-`1"--ti'l 1 . IT' _ FRONT YARD 20'0" 30'0" ® CURB STOP >m i , ► _ "4. ,:...M iI .: `' s ._ POWER POLE ‘'L: - ' '. ti 4, . . '� 4- - +, .r !"4; .,I~ .-"^,r_.�+'!- E - _i , rJ :, 4 _ / .r "' , x SIDE YARD 5 0 10 0' ck C .!► �! +* _ ., _. A 4- I „R _ �'1 a f'' Irl �' __ x� =r r f i �,r UTILITY PEDESTAL I CABINET Ce 6 - ' , V 1 # �, - � ■' REAR YARD 20'0" 40'0" '/?- `r Y:• �I - _ • *,P44 \ . 4 �,- •,,•'ti t •. '�4, .,int. ' ♦r.- C.il!7�tiM 'i , f _ �.'�' .. 1 i a...a .,• -y�' r,•..�r � 0 1 , t 1-r , ' ` n-� .„ _ er _..,;-It. , '. tit •, ;'tr *,• 1`T �•- r ,- tor' . t itaw...+,w. J. - y ., !.: • - �i.. i e-y �J,..�,..r........ - + r• , - _ rr� I .r $ ., •,,• ,..., PROPOSED Q .. •. - �.: 4 . F �.n I * •,r-'. ;' r ,rr „I t E �,r'° '•� LOT LINE NOTE: }} `tI., � ,r„ + ,. it, ,,.. �. • �► a rr► +:�• "�' �.� ,.�+* .. ..a..r. .,� .w._Jo!,• ,b ' •-_ ~�::" '--_"�- Goy". ,`s'. - - Y THE CLARITY OF THESE PLANS DEPEND r RIGHT OF WA _ --. = -. - - O H ) F _ EASEMENT _ rr. + `• .� (150T 5T w ��.�.- �� i F s ,. .Z'; ",,-.„-,4- KA , �y ,�r�, .,�•. yAr�)ypts .rr 4 v„ w. } 4+k" 1• ,701} ` r • • - #; N 42 %. ,.. -',-�• = f PROJECT GENERAL NOTES « CULVERT NOT APPEAR IN COLOR, THIS IS NOT AN x= = ill ' :. .. r_ i �'` r rJ ' �I` . .• .... ! �` `,b �. Q 1 ALL WORK SHALLWHICH INCLUDE, BUT « •.. ORIGINAL PLAN SET AND MAY RESULT IN2 •-• _ ,_ ---',______ It, (ii, I � r _ • d F l +' STORM SEWER -` , - i xt; I k- • M� :1 * y �r r ._,_., ,,.1'-,.`, �, �.r CONFORM TO THE CONTRACT DOCUMENTS, E, MISINTERPRETATION. r hw�, Q { ii. ',: a �,� : - ',w l� ' I- _ - I •-rr`.:'-. Yam` - - ,•� ARE NOT LIMITED TO, THE OWNER-CONTRACTOR AGREEMENT, THE PROJECT MANUAL STORM SEWER(PIPE WIDTH) `� •, F ' . .+ e? ,r�"'. ;, ' �, r •^«• r • ' !^� '' ▪ I - lr 17 (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), < SANITARY SEWER .. • Q T •`a - _• • r„ Q _ + t is„�„�� �a.r - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR - W r.++*'r`tl►arr- ir- _r-- _ _ * �_. .r! v r a*, .. ► --- ` DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONSSANITARY SEWER(PIPE WIDTH) REPORT WAS PREPARED BY ME OR UNDER MY DIRECT �� • V ;,;,. . '�.;�- " CD ar "ti �a 1 ,�.. Q •, ", ISSUED BY THE ARCHITECT/ENGINEER. - WATER SUPERVISION AND THAT I AM A DULY LICENSEDloll F :' = I _ - .� i. '• - 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE G GAS PROFESSIONAL ENGINEER UNDER THE LAWS OF THE Ir :� ,�,►.* .. : �1., - _ , r•U,,., r, ,_ �,,, y,: .•. -_ ".-. 3. I„_ _Ii, - -F ;.._.. ., ,' -r ig STATE OF MINNESOTA. '� l �., �1• L �. �-�_ • k' GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND OE OVERHEAD ELECTRIC Ce '� "•-�- t-'�` yip.°^ I 3 * A ' nal 1 COMPLETE COORDINATION OF ALL WORK. RYAN J. ANDERSON if'', tot" ,, , . 1+" _ _ ' ys`,r ;•;`ti • 4 -' i+ _� ' -,'' E �r • f ,! a ' %,+,'..,�1lri ;t, 1 i:', UE UNDERGROUND ELECTRIC * r -[°r • .::' ;+ `� 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY .. I ;r °i • r, ~`4 ' ', . + PROJECT LOCATION /J: ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION UTV UNDERGROUND TV Om ▪ ,r,;,,, ..,:•n' 1 IF"- 1!,- ItImoK°" r + * - y • II...; . ' 1015 CONTOUR • ' "' ' ' `' ';, ;„ r -'r., If" -. N OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK, ' . �, . . :: ", �+ ,,.:. i:,;+,.,,,.r,:t ..t., f MANHOLE(STORM,SANITARY) DATE XX/XX/21 L1C, NO, 55938 '•; , a,,, r ,� , . y " ., ,�l' +, 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY •,,, :z, -F;' ilk` yt.., ., I . +. - .,•. -. �. k r .r+ .,� c , , CATCH BASIN h ••* ti J•• , � � !�.r', .` til ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, Z j .arf• r:wa_ + -�sa. �.G .. ... .eti- .,, *a.l�f+�i• - ? . ' • ❑ ..�..4r E ,•„ *...+r•"• f'.. .tr iF HYDRANT ix . . r �; y �`•. I I r h ` ? y OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED .� ' + - i " ` ti•, 47" , ° }_= Ir -- r +�. t W 3s ` .r • `'a, N VALVE WITHOUT PRIOR WRITTEN CONSENT. ♦;�• I y '' ' . .r • + 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF . ,. ♦ O r �, , _ _:, . . •. .• - > - � ..- J • +. {_ DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN .' ■ - - _. ; +� +�''• ■• t `7- .1;•,..-.1-V...0. 1.,11 C a'�'r��; ., ,�,•h�. ? ' G �` CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN PROJECT t lx i , _ :_ is a " i• :•• *VS , , . . .,. .� • `i irr: '. rt +*-• .,+�f l' INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING ►'r I. l w; ., • r: _ �'T rh.a,.�»:• `,,.�.a�. xf WITH THE WORK. Pt CIVIL SHEET INDEX ' � . ` �` � x_ • k � _ . � - � ,. ., •,�+� •. :�`. � � CO-10 SITE DATA it",yy � r �•••+•Y '"- "•� ' ` ' ` ' ** f• 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, 0 r r *, ,.'' Ftr: - CO 20 SITE DETAILS ,.,. .. • IP-' V .1 I -"k T ' '.- _, '` , ■ i,;k' t n _ INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TOr- � , �--� ` _ _ I . .: _ . ''' . ,.. E CO-21 SITE DETAILS Ah �+ �- �, i • *�- ,, • - ! .'� • I -� , .} , r4 , ; ?;,` S * , . , MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN '�M1▪ � *` ; - `� ` 4 j - `• . �` +• ` ` .� " MANUFACTURERS' INSTRUCTIONS ANDC THE CONTRACT DOCUMENTS, NOTIFY 1 1 T RMWATER POLLUTION PREVENTI N PLAN NARRATIVE ritr. } _ �". ,,�. c o s oo V H A U L ,P; ,.,✓ ,I ,,„. L, *f J r 1 I r ,� w, tyyf� �;P .fix ♦ •' 4 ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 0,-, I til • z. •" ti C1 20 STORMWATER POLLUTION PREVENTION PLAN DETAILSCe r'▪s' { w '♦e +' , ;`. ' � � 1 1 r ri• r� 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO C1-30 STORMWATER POLLUTION PREVENTION PLAN }� M s �, • " .Y•r ✓el 1, . r.r. '-a 5 �,t}�3&•#- },r•+ fe. .E•.•;..P,n,t t rAVOID GALVANIC CORROSION.'..- 7,IF v A� � �'� ii fl d"` _ __ C2-10 EXISTING SITE & REMOVALS PLAN '"4 .-`'y .'.' ▪ ` • x r. ' - - •` ` -• • ' - •• " *`• -T»+ ' •` '• " ' ° Z. �°"4 8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR • lotC3 10 SITE PLAN w► `le ••• go ,�`� t • '• *, . ,. w "t ,' .` ,T �' • " � , ' _ 1*-r f'�''*,•,.. Mr. GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE 7.5 rl; , - -7: :x -rr- i. � . ,. . i l„ . . . •• • , ip, C3-20 UTILITY PLAN (0 i t_ : :± �+ - rik1111111161111111191r4411010110 r • KNOWLEDGE OF I & S GROUP, INC, (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED, THE * - 1 -"- _... , 'r �Rls ,.R . . i .► i' t E ' .. ., , . . , ..� 't . �` `. C4 10 GRADING PLAN `_a _ * .,: �� * tr + ,+1. _ : .+.•.i gib• 1 `?; ''� r+T =T'f'fr �,, r CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE • TA....A., ' ,•=' `''` .,,..(0,r ,t. ` UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY C5-10 SITE RESTORATION & PLANTING PLAN .. . 1 ntl I .� • . ••t►: .r' : s ;. . •4+; *• a . . . _ t='• ' �,�.▪ • •t • ! + • -L A.,., , IT,.., .1 F s tir- •>E�rir•-• *#ram `` ,.. ^ ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. C5-20 PLANTING NOTES& DETAILS APPLE VALLEY MINNESOTA * s • t e sa•a+ r« . . ram, � +` ' ' r • a • ' ` ``': • ti . -. ;s 9. THE CONTRACTOR IS TO CONTACT"GOPHER STATE ONE CALL" FOR UTILITY C6-10 PHOTOMETRIC PLAN O ..+....*,� ; ,.+{ • ` �r� -,' . ,, C i, it ..* ~ 157TH ST_ � '. "'w-., ( } 4 • . ,,,-� a •�' .r• f h• i.•#. .•, , k �, , , � -t ,, *. ro,► '• ,.. �' ,1 r; +' + LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION/CONSTRUCTION REVISION SCHEDULE - - ' r' ` •• ' DATE DESCRIPTION BY U i. vo • w t * •r Y + i ' rtitiliq•+- + .▪ *,. * , �'a •� fit �,I ._ � +`.,,,. • y . .� .. ,1 ., ,y ,. • ` + a<,� c • '' '� • .,'./�.� • �` ' s ►�* �t k .p� (1-800-252-1 166). sn. • ¢ } �}.,+*'-♦ t� -liroNm1 _. ' \ y1 tr--..4. r ...."-'hi,-re.Pf-Tjr;'r„.- ` _r . , • �i- ♦1, k ' .., • -41''4% • ` a • i.�*:j�- * ? A.��� l , M*. �• -� • m, ; , • . tr _ _i;, '__. �f,,- , . !'; Q3[.�� , " , t • � ,. . SPECIFICATIONS REFERENCE �'4.. ♦ i,' .- y' "''t y r r • • • 1._ {� Ig' ••`,i,. . y.P Y e''.) `'1 ..r. -.., { "' ,. - Y` • .11 .♦ ,i-- r ' I ,�• -+ r % '1 , *, r ! r !Y' ti - I.. ?k i•' , r. ��`'`�'' �-�,'�^4," w ,�^ "40 ' i - .; i 'L , Fl `'ci Ce r _ .� 7..'At- Sti a•:`i'.....w F' .ir „_ ', •`►:1 w 'r- *•►.,►.r +•1'.i ••C'�. {+� .r.'- . + -. .r}� `,9� �i ` .' 4 :,. - it .sa`-t ' -• '•, �' /�_•. , y • • • ,T ,- ',4.. `1 >ry T-a- r � TJ. _ .�'. ih"i'..,. s 1' + ...t"' ., • ',,. •,„,, „‘..-,..t,,,, 10 `�, •- • 'C,. - 4 ♦ ,•� Y �.r� 1,_,. i. ' y t"�` '+` l;. '�' `� ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF APPLE VALLEY REQUIREMENTS `.,,,- � '6, w .� y ' b 'tr; •-I :1wi~r} •i. ;�,.�' ,r.'�'�'•,.* - ,"'1'�re`�`".rr. ._'�•-'.}+, ."' ; ' 't1►_,, - .. \r .a s� "*_, ,� F 'r- r '. \ `r. r- -, 1••ti ..h• 0+. iI "+ ,r ' " . f ; / , . *.:% � :,.t'; ><,,> ... - ° ry • t-"i' .r ti, ?-' ' � ' r AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION, THE Q r s ; ►Frr4. �t• • I r ,,, • '`+r� w *No> ►� - F.r ry. C.' r r~; ' - �` k *[� �3 STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS '`�. r * "' k,.TM ��!' r t =�. ,r• r R to ��ti yr y. �.qtr . ' t -, ,.. *: ▪ ' ► PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2018, AND CURRENT Lim • a ,ZA . r.•;,. , - P ''' �+ .- ;* •` t' .if. - '•• -*-" ` ►, , r" . �'•�' • R - - {J VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE. ''!ice • s , y-.�.,,+. •,r 1• ,Y4f w+�"►' y'¢.f".F' ,r.i ' s ,r, .�. . �..'Yy+ ''1'* �. +:�■- - '�• -•t• -, Mom'• "'; \- L ,s �„. M- !,a :r•• i'� �'�'• . ♦' g.T -�. • .. , , , lit(st �!>rk, ,• 4 • �" ' tom+ , ,,-., , .1 - `f r • .'.,.7a� ' R f •t • ; 4` ' PROJECT DATUM ' - M • tip' .'►,+ ' t • f. , r :`' • ;++ ,...�d'' 1r • ., ••,• ,w.T........t,,;:-. ' '- M - I T iv- 4,f. ` ' _ ` •' _ ' ... .• yr' . �r ,.• PROJECT NO. 21-25154 f ,, M a • •„*,s x. 4 +I.*_=.,--, .:r! ,I. .l. '" f� • a• - ., .. '. HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM Ii t „ ,, 6 i„l . • ,. . . �, + • 1" ..i--(--I.•r , F` • •+,f•; } .r � „ ▪ .. ,t :_,r ,,, _ •li _ 1;, � ` •(", , , , s •' 7`.i; FILE NAME 25154 COA DATA O f w1^, Kr► , , r. , +� ,. . .� �. {;, '•, ",�►'. "s , • + OF 1983 (NAD83), 1996 ADJUSTMENT(NAD83(1996))ON THE DAKOTA COUNTY COORDINATE L u*�f , • • , •" • �^ •1= '. � ` ' cih .. ► 'r t`-.r F� t .rf _ ..I► f- ,• . .'-r. ,• r, . t; . . ▪ . , .. . ' i w ,t�+' s r ` ► `I' SYSTEM, IN U.S. SURVEY FEET. DRAWN BY LCH ,r ♦ � - .r7FL• � �. .�.. *��.;. .T ' i�l ��' r .,,.T''. ,ram ` `.ttiY�•-�`f- 'r--; ' � + +. • l' � .r., �` 9 -`•r?� d!,�r� .�.. , �� C � _ .. - 4 ♦far. � �Td "� .1 '♦ .` a • :•.�' ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF DESIGNED BY LCH CITY OF LOCATION MAP 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES REVIEWED BY RJA SCALE IN FEET FOR THIS PROJECT. ORIGINAL ISSUE DATE --/--/-- >m APPLE VALLEY CLIENT PROJECT NO. 0 500 1000 TOPOGRAPHIC SURVEY Ce CIVIL PLAN ABBREVIATIONS: THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER SUBMITTAL SCHEDULE TITLE 2021 BY BOHLEN SURVEYING &ASSOCIATES. AC ACRE CIP CAST IRON PIPE ELEC ELECTRICAL GC GENERAL CONTRACTOR IN INCH MIN MINIMUM PVMT PAVEMENT SY SQUARE YARD TYPE DATE ADA AMERICANS WITH DISABILITIES ACT CIPC CAST IN PLACE CONCRETE ELEV ELEVATION GFE GARAGE FLOOR ELEVATION INV INVERT MISC MISCELLANEOUS QTY QUANTITY T/C TOP OF CURB CJ CONTROL JOINT EOF EMERGENCY OVERFLOW GL GUTTER LINE IP IRON PIPE NO NUMBER RAD RADIUS TEL TELEPHONE SITE PLAN SUBMITTAL#1 10/06/2021 ADD ADDENDUM CL CENTERLINE EQ EQUAL GPM GALLONS PER MINUTE IPS IRON PIPE SIZE NTS NOT TO SCALE TEMP TEMPORARY AFF ABOVE FINISHED FLOOR THRU THROUGH SITE PLAN SUBMITTAL#2 11/19/2021 SITE DATA 2 RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE EX EXISTING GV GATE VALVE 1-BOX JUNCTION BOX NWL NORMAL WATER LEVEL AGG AGGREGATE CO CLEANOUT 1T JOINT OC ON CENTER RD ROOF DRAIN TNFH TOP NUT OF FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION HDPE HIGH DENSITY POLYETHYLENE REBAR REINFORCING BAR APPROX APPROXIMATE CONC CONCRETE LF LINEAR FEET OCEW ON CENTER EACH WAY TRANS TRANSFORMER FDN FOUNDATION HD HEAVY DUTY REM REMOVE ARCH ARCHITECT,ARCHITECTURAL CONST CONSTRUCTION LIN LINEAR OH OVERHEAD TV TELEVISION rz CONT CONTINUOUS FFE FINISHED FLOOR ELEVATION HH HANDHOLE LPS LOW PRESSURE STEAM OHD OVERHEAD DOOR ROW RIGHT OF WAY T/W TOP OF WALL co FPM FEET PER MINUTE HORIZ HORIZONTAL R/W RIGHT OF WAY '' BFE BASEMENT FLOOR ELEVATION CY CUBIC YARD LS LUMP SUM OZ OUNCE TYP TYPICAL W N BIT BITUMINOUS C&G CURB AND GUTTER FPS FEET PER SECOND HR HOUR LSO LOWEST STRUCTURAL OPENING PED PEDESTAL,PEDESTRIAN SAN SANITARY UTILITY,UNDERGROUND ■M■ ELEVATION =950.86 DEMO DEMOLITION FT FOOT,FEET HWL HIGH WATER LEVEL PERF PERFORATED SCH SCHEDULE UT TELEPHONE SHEET CAD COMPUTER AIDED DESIGN DIA DIAMETER FTG FOOTING HWY HIGHWAY MAX MAXIMUM PL PROPERTY LINE SF SQUARE FOOT T.N.F.H. LOCATED AT THE SOUTHWESTCe CB CATCH BASIN VCP VITRIFIED CLAY PIPE Om Q CFS CUBIC FEET PER SECOND DIM DIMENSION GA GAUGE HYD HYDRANT MB MAIL BOX pp POLYPROPYLENE SPEC SPECIFICATION W/0 WITHOUT CORNER OF THE PROPERTY O O m DS DOWNSPOUT GAL GALLON I INVERT MECH MECHANICAL PSI POUNDS PER SQUARE INCH SQ SQUARE W/ WITH o CF CASK FOOT GALV GALVANIZED ID INSIDE DIAMETER MH MANHOLE a CI CAST IRON EA EACH PVC POLYVINYL CHLORIDE STA STATION YD YARD I I Z 0 0 p IX -CONCRETE SLAB(MIN 4000 PSI) -CONCRETE SLAB(MIN 4000 PSI) (0 -AGGREGATE BASE -AGGREGATE BASE Z MnDOT CLASS 5 MnDOT CLASS 5 -COMPACTED SUBGRADE -COMPACTED SUBGRADE 0 0 6„ SECTION TO MATCH CONCRETE CURB 1 1 SHOE ROTATED TO DRAIN SEE PLAN �" FOR LOCATION C ei. o& d C u d d d U �. 4 , e 4 a a a d 4 4 2 R3" 3 R3" ° SLOPE T IN a < ° ° d Q CO O :1 d . . . I 4 Qd 4 O ° a _ 2.07,0(TYP) ° e° ° BAUER • • • • • • • • • • • \ ° ° AI�_���-�_+�I AI A_+�_+� + al AI AI � I�•I•I�•,�•I�•I�•I�•I�•I�• �•I�•I�• `` ° ° ° a � °° ° °° ` a° DESIGN BUILD D�. .�. .�. . . .� .11. .E - - - - - - - - - - == _ ° ° ° jor•er•w•••••or•ar•�iper•w• •••�•or•< _ HORIZONTAL LINE 1 1 HORIZONTAL LINE U II :II II II II II I I MATCH CONCRETE CURB&GUTTER 12" 8" SECTION SEE PLAN FOR LOCATION f 0 NOTES: -HAUL ] z 10 LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. s SLOPE 0.06FT/FT NORMAL,UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS N. PERMITTED,THE FORM MAY BE TILTED. >m Ce NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN STANDARD HEAVY DUTY B612 REVERSE PITCH ORIGINAL PLAN SET AND MAY RESULT IN2 CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER MISINTERPRETATION. NTS NTS NTS NTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED III PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ce RYAN J. ANDERSON Cl. DATE XX/XX/21 LIC. NO. 55938 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, Z INC. AND MAY NOT BE USED, COPIED OR DUPLICATED Q WITHOUT PRIOR WRITTEN CONSENT. PROJECT 0 U-HAUL p U-BOX Ce CONC CURB &GUTTER SEE DETAIL& PLAN CONCRETE CURB & GUTTER BUILDING LINE 4"DOWNSPOUT (0 FOR TYPE SEE DETAIL & PLAN FOR TYPE BACK OF CURB BACK OF CURB Z APPLE VALLEY MINNESOTA 0 FINISH FLOOR 7-6'PVC REDUCER REVISION SCHEDULE 4 ,,,. 76,, I (SEE PLANS) DATE DESCRIPTION BY 0 Q �j d Q d d ^ O !,I 4 Q � d � a ° Ce a � 4 4 a 4 a a a A a 45°FITTING 0 a , a a ° 6"PVC LEADER TAPER GUTTER LINE UP TO HORIZONTAL ROOF DRAIN, Imm a TOP OF CURB ELEVATION e SIZE VARIES.INSTALL @ PROJECT NO. 21-25154 0 AELEVATIONS SHOWN ON PLANS FILE NAME 25154 COB DETAILS DRAWN BY LCH Z DESIGNED BY LCH REVIEWED BY RJA ORIGINAL ISSUE DATE --/--/- >m - CLIENT PROJECT NO. - Ce TITLE Z SITE DETAILS 2 CURB TAPER CURB TAPER (GUTTER LINE UP) VERTICAL RAIN LEADER J NTS NTS NTS as W . O N O SHEETCe w Q a- D C 0=2 0 a. I- 0 J d 1 I I I I Z 0 CASTING ASSEMBLY SEE STORM SCHEDULE FOR CASTING INFI-SHIELD WRAP EXTERNAL - - - - (SEE SCHEDULES) �� z ■■,,, �5 P� MANHOLE SEAL OR APPROVED COMPACTED BACKFILL ISG O RIM ELEVATION �� EQUAL _ _ � "' rmCpRpEsTSEEAADLJUNSTTBINEGWREINEGNSp3I MIN,6 MAX ���� '�,,,,� �' `ADJUSTING RINGS 1 0 �� E� yn '^ A T NGS.PLACE M�MMMEMMEMM AS REQUIRED j\ / /j BITUMINOUS MASTIC BETWEEN BOTTOM MI ,M,ENNEMMM jj\j� 1 TRENCH WIDTH,SEE TABLE / /j\\jj\ _ ° ° RING AND TOP OF STRUCTURE&MFRS , , ,,,,..., - \%\\\j\\\//\ / / p _ °° SEALANT BETWEEN JOINTS c� , \�\\�\\\ I \\�\\�\\� Z INIEUNIE ° ° /\\/\\/\\ / /maIX \ \ /\/\/\/\ MANHOLE OR CATCH BASIN 0 A E A PRECAST CONCRETE ' `// / / N� `/ SEE STORM DRAIN SCHEDULE 8" CONCRETE COVER o '9 �C /\\/\\/\\/\\ a ���.�C== CATCH BASIN % ,/,‘,‘/ / 7 / / / / / < PROVIDE A FULL MORTAR BED o ' `n /\% \ \\ 7 L, N I \ \ ° N ``\//\//\ //\//\//\//\/ (0 D © , AIiiI E, POUR CONCRETE INVERT SLOPE 1"/FT % \ _ , AM,1„M" TO PIPE(S) j// // // / / / / / _ ��„ ° STEPS INSTALLED AS ° MIN.OF THREE HANDLING �\ ���������� — i %\j\j\j\ %/\ \ \\//\%/ o z z r SPECIFICED IN MnDOT HOLES AT 120°SPACING ���� EMMEME MI ° ° ° a �, \\j/\ \ a m EPEODB / C / STANDARD PLATE 4180J _Nowi I ,, //\//\//\ ( ) \//\/\/\/\\�/` Ail�NNIIIl IIN 1 A/A/AA/AA %AA/AA/AA/� 0 as r ° PRECAST CONCBASE � ��A/AAA jAAjAAjAAA�VA� o 111.111 REINFORCING AND EXTRA BARS SLAB SECTION VIEW \ / / stili o w LrBRICK&MORTAR (SEE MnDOT STANDARD PLATE 4020) BACKFILL W/GRANULAR/ /j//j//j� z‘ L. MATERIAL OR SELECT - \ %\\%�\\',� PLAN OF COVER MATERIAL FROM '/ \j//\j /\//\//\//\\/0.15 BC 54° EXCAVATION TO 6" / \ /\/\/\/\/� BAUER IX ° I TOP BARS NOT SHOWN BASE SLAB / /// /\/ / j/ / j j 0 2 MINIMUM ABOVE PIPE ////\\/\\ \ \ ,� \ \/\ PLUG DIAMETER / ���\/\\//\\//\ \ \/\/\�/\\ \i\ \ \ \\� 0 _ I I COVER DIAMETER \/\/\/\/\, \ \ \\ ` \, DESIGN B U I L D ' I I - J [ 1 1 STORM DRAIN PIPE /\////\� /�\��,\/\j /\ 6" - u Q OPTIONAL HANDLING CAI ° �, \/\\\j\ \ \ \ ' BEDDING GRANULAR LL ° DEVICE C L \i\\\� ��X//\/A. II- 4 • ' ° ° ° l 'n. - v w I ° = Q N TRENCH WIDTH • •`aa • m , I s f -1 _PRECAST CONCRETE BASE MANHOLE DIAMETER U +IAULJ 0 (SEE MnDOT STANDARD PLATE 4011) I ° PIPE 0 TRENCH WIDTH - w NOTES: SECTION A-A " 36"OR LESS BC+24" z REINFORCEMENT OPENINGS FOR PIPES 5" 3' 5" SEE MnDOT STANDARD PLATE 4020) AS REQUIRED 42"TO 54" 1.5 x BCi ›. Q WHEN USED AS A CATCH BASIN AND REQUIRING A RECTANGULAR OPENING,USE 4022 CONCRETE COVER. NOTES: 60"OR OVER BC+36" N. 0 WHEN REFERING TO A CURB CATCH BASIN,USE TOP BACK OF CURB ELEVATION. PLAN VIEW AASHTO HS 25 LOADING WALL MAY BE:CLASS II PRECAST PIPE(MnDOT STANDARD PLATE 3000);CAST INCe 0 CONCRETE MEET NOG THE REQUIREMENTS OF CLASS II PIPE;OR MASONRY CONSTRUCTION,BRICK ORE NOTES• THE NO.4020 SHALL BE PERMANENTLY MARKED ON THE TOP OF THE COVER. BLOCK(MnDOT STANDARD PLATE 4000). EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED. NOTES: GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL 0 PROVIDE MORTAR FILLETS TO FIT BOTTOM PORTIONS OF PIPE TO DIRECT FLOW TO OUTLET. SEE MnDOT STANDARD PLATE 4020 FOR DIMENSIONS&REINFORCEMENT. BE INCIDENTAL TO STORM DRAIN CONSTRUCTION NOTE: Z INFI-SHIELD WRAP EXTERNAL MANHOLE SEAL,OR APPROVED EQUAL,SHALL BE PLACED AROUND THE CLARITY OF THESE PLANS DEPEND CASTING AND ADJUSTING RINGS. UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN 4020 4020 MANHOLE OR CATCH NON-CONCRETE ORIGINAL PLAN SET AND MAY RESULT IN2 MANHOLE OR CATCH BASIN BASIN CONCRETE COVER TYPE 1 CATCH BASIN STORM DRAIN PIPE BEDDING MISINTERPRETATION. NTS NTS NTS NTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UJ PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ce RYAN J. ANDERSON CL DATE XX/XX/21 Llc. No. 55938 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Z INC. AND MAY NOT BE USED, COPIED OR DUPLICATED 0 WITHOUT PRIOR WRITTEN CONSENT. PROJECT COMPACTED BACKFILL SERVICE RISER SCHEDULE 80 PVC (SOLVENT WELD JOINTS) 1 0 1 011 y/�\j//\ TRENCH WIDTH,SEE TABLE ////�\j` i � Ce 1 /44 u-HAUL \\ i //\//\//\� � ,//\//\//\//�, U-BOX jj�j MINIMUM 6 THICK �j\j/\j, \\/\/\/\ ` ��j CONCRETE ENCASEMENT (/) c ... \ Z %\\ \\ \\ \\ �, r if ``* SANITARY APPLE VALLEY MINNESOTA 0 / PIPE OD / / / j/// j\ \/ j\j\\/ SEWER MAIN REVISION SCHEDULE \ \\//\\ \\ \\ \\/\�/,\ 0 ... / BACKFILL W/GRANULAR/\ \ \/�/, DATE DESCRIPTION BY MATERIAL OR SELECT -%• / / MATERIAL FROM \\\\\� \\ \\ \\ \\\ Ce EXCAVATION TO /�/�// \ \\\\/\\/\\// 0.15 BC EASEMENT SPRINGLIKE //// \ /\ ,,// ���� LINE ��\/\\//\\//\\//\\// 0 \ \ \//\\ \;\/\\/\\\�\��\\ \ VARIABLE (SEE PLAN) R/W STORM DRAIN PIPE // /j//j///��0.6 Bob/j//j//%//�,\ 10' I 5' J 2" X 2" MARKER - �i\j�\\j\j\�j/\\j/\\�\\j/�j� 6"GRANULAR SPLICE TRACER WIRES TOGETHERI AT END OF SEWER U. \ \ \ \ \ \ BEDDING IN FORD TYPE 1 CASTING WITH 4" //\/\/\\/\/// I 4 X SERVICE �\ \/ COVER WITH SILICON FILLED POST WIRENUT (COPPERHEAD CH10666). TRENCH WIDTH COIL WIREINDIIOP SECT OTIONAL 2' ONF TRACER PROJECT NO. 21-25154 4' 0 PIPE TRENCH WIDTH (SEE DETAIL SER-1A) FILE NAME 25154 COB DETAILS ' DRAWN BY LCH 36"OR LESS B +24" 4' DESIGNED BY LCH Z k 4" PVC, SCH 40 SEWER SERVICE 3' NOTE: REVIEWED BYRJA 42"TO 54" 1.5 x B, a. (MIN. SLOPE 1/4" PER FT.) INSTALL FORD ORIGINAL ISSUE DATE --/--/- >m - uLi 60"OR OVER B,+36" Lil TYPE 1 CASTING il II it 1 II AND COVERCe CLIENT PROJECT NO. 41 STAMPED "SEWER" NOTES: 7(DS TRACER WIRE AND TIE. ALL SPLICES REQUIRE TITLE lJ SILICON FILLED WIRENUT. GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL SERVICE RISER LEAVE 3' ADDITIONAL CONTINUOUS WIRE AT MAIN Z BE INCIDENTAL TO STORM DRAIN CONSTRUCTION SANITARY (SEE ABOVE) AND STUB. WRAP WIRE AROUND WYE. TIE TRACER SEWER MAIN WIRE AT 12"MIN. SPACING REINFORCED CONCRETE SITE DETAILS 2 STORM DRAIN PIPE BEDDING ... LAST REVISION: a NTS :•::: JAN 2021 ••%• SEWER SERVICE CONNECTION N W N Apple WITH RISER PLATE NO. Valley SHEET SER-2 Ce 1:1 a C 0 m 2 1 0 ,_ 0 J d I I I I I I I I Z 0 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE WORK WITHIN THE FLOODPLAIN. NO WORK WITHIN THE FLOODPLAIN CAN COMMENCE UNTIL WRITTEN APPROVAL/NOTICE TO PROCEED FROM THE OWNERS REPRESENTATIVE IS RECEIVED. TACKIFIER, OR POLYARCRYLAMIDE BELOW THE WETTED PERIMETER OF A DITCH, SWALE, OR OTHER SURFACE WATER CONVEYANCE IS NOT ACCEPTABLE STABILIZATION. FISH EXCLUSION DATES: FISH EXCLUSION DATES ARE NOT APPLICABLE TO THIS PROJECT LOCATION. EROSION CONTROL BLANKETS/MATS: PRIMARY CONTRACTOR SHALL VERIFY DURING REGULAR INSPECTIONS THAT NO GULLIES, RILLS, OR SCOUR HOLES I SG ROJECT LOCATION HAVE FORMED UNDER EROSION CONTROL BLANKETS AND MATS. ALL REPAIRS MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS0 PROJECT/SITE NAME: U-HAUL AQUATIC INVASIVE SPECIES: ALL IN-STREAM AND DEWATERING EQUIPMENT SHALL BE DECONTAMINATED OF ALL AQUATIC PLANTS AND PROHIBITED FIELD CONDITIONS ALLOW ACCESS. PROJECT LOCATION:6895 1515T STREET WEST INVASIVE SPECIES PRIOR TO USING WITHIN SURFACE WATERS ON-SITE AND TRANSPORTING OFF-SITE. ALL DECONTAMINATION ACTIVITIES SHALL MEET APPLE VALLEY, MINNESOTA 55124 THE CHAPTER 1 STANDARDS OF THE MINNESOTA DNR'S BEST PRACTICES MANUAL FOR MEETING DNR GENERAL PUBLIC WATERS WORK PERMIT GP 2004- MULCH: PRIMARY CONTRACTOR MUST APPLY MULCH IN A UNIFORM PATTERN OVER THE DISTURBED SOILS, TO ACHIEVE A MINIMUM OF 90% GROUND PROJECT DESCRIPTION 0001. COVER. THIS PROJECT INCLUDES THE CONSTRUCTION OF A WAREHOUSE FACILITY. ASSOCIATED SITE IMPROVEMENTS INCLUDE CONCRETE PAVING, UTILITIES, WETLANDS: NO WETLANDS EXIST WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT LIMITS. DUST CONTROL: DUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND/OR USING A MOBILE PRESSURE-TYPE DISTRIBUTORCe STORM SEWER, CURB&GUTTER,AND LIGHTING. TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE MOBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND SEQUENCE OF CONSTRUCTION/TIMING OF BMP INSTALLATION PONDING. TENTATIVE CONSTRUCTION SCHEDULE(PRIMARY CONTRACTOR SHOULD PROVIDE ESTIMATED CONSTRUCTION SCHEDULE TO THE OWNER) NO CONSTRUCTION OPERATIONS, INCLUDING REMOVALS, THAT REQUIRE EROSION & SEDIMENT CONTROL PER THE SWPPP CAN COMMENCE UNTIL THE CONSTRUCTION ACTIVITIES: ESTIMATED DATES OF SOIL DISTURBANCE ACTIVITIES: PRIMARY CONTRACTOR'S EROSION CONTROL SUPERVISOR CERTIFIES THE PROPER INSTALLATION OF BMP'S AND A CHAIN OF RESPONSIBILITY FOR SWPPP STORM SEWER OUTLETS: PIPE OUTLETS MUST HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER HYDRAULIC GRADING&REMOVALS APRIL 2022-MAY 2022 IMPLEMENTATION IS CREATED FOR ALL CONTRACTORS ON THE SITE. PERIMETER SEDIMENT CONTROLS (SILT FENCE, INLET PROTECTION, CONSTRUCTION CONNECTION TO A RECEIVING SURFACE WATER. UTILTIIES MAY 2022 ENTRANCES, ETC.)SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION.THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION (10 BUILDING CONSTRUCTION MAY 2022-JUNE 2022 IS ACHIEVED. CONTRACTOR SHALL IMPLEMENT THE NECESSARY ON SITE BMP'S IN ACCORDANCE WITH THE SWPPP TO PREVENT NUISANCE CONDITIONS TEMPORARY&PERMANENT EROSION PREVENTION BMPS PAVING JUNE 2022 (MN RULES 7050.2010) FROM ANY DISCHARGES. IN SOME CASES, MULTIPLE OR REDUNDANT APPLICATIONS OF SOME BMP'S MAY BE NEEDED TO MEET Z LANDSCAPING, FINAL TURF,MISC. JUNE 2022-JULY 2022 THESE REQUIREMENTS. TYPE 1 MULCH: APPLY TO DISTURBED SLOPES LESS THAN 1:3 WITH BLOWER EQUIPMENT OR CONCURRENTLY WITH HYDROMULCH AT 2 TONS/ACRE. IMMEDIATELY OVERSPRAY(IF NOT HYDROMULCHED)WITH TACKIFIER(PER MANUFACTURES' RECOMMENDED RATES)OR DISC-ANCHORED. PRE-CONSTRUCTION IMPERVIOUS SURFACE AND DISTURBED AREA CALCULATIONS INSPECTION PROCEDURES,SWPPP AMENDMENTS, RECORD KEEPING,&TRAINING TOTAL AREA TO BE DISTURBED=0.83 ACRES 1. THE SWPPP MUST BE AMENDED BY THE PRIMARY CONTRACTOR WHEN THE IDENTITY OF THE RESPONSIBLE SITE CONTRACTORS (EROSION CONTROL RAPID STABILIZATION METHOD#3: THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS WITHIN 200FT Q MINIMUM AREA REQUIRING MPCA PERMIT= 1.00 ACRES SUPERVISOR,SUB-CONTRACTORS,ETC.)ARE KNOWN. OF SURFACE WATERS,TO PREVENT OFF SITE SEDIMENTATION. INSTALL PER MNDOT SPECIFICATIONS 2575.3N. **AN MPCA NPDES PERMIT IS NOT REQUIRED FOR THIS PROJECT"* IMPERVIOUS AREA:PRE-CONSTRUCTION=2.47 ACRES(ACROSS TOTAL SITE) 2. THE PRIMARY CONTRACTOR MUST INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7)DAYS DURING ACTIVE CONSTRUCTION TEMPORARY WINTER COVER: AREAS OF EXPOSED SOILS THAT ARE NOT COMPLETED BEFORE THE WINTER WILL BE STABILIZED WITH TYPE#3 (CERTIFIED0 POST-CONSTRUCTION=2.50 ACRES AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE PRIMARY CONTRACTOR SHALL PROVIDE A RAINFALL AS WEED FREE) ADJACENT TO WETLAND OR STORMWATER PONDS. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED WITH TYPE#1 MULCH, UNLESS NET INCREASE OF IMPERVIOUS AREA=0.03 ACRES GAUGE ON-SITE, WITHIN ONE MILE OF THE SITE, OR SOURCE OF THE WEATHER REPORTING SYSTEM THAT USES SITE SPECIFIC RAINFALL DATA FROM ALTERNATIVE MORE PROTECTIVE BMPS ARE SPECIFIC WITHIN THE SWPPP. ALL EXPOSED SOILS SHALL BE STABILIZED BEFORE CONSTRUCTION IS RADAR SUMMARIES. THE LOCATION AND SOURCE OF THE RAINFALL GAUGE OR REPORTING SYSTEM MUST BE DOCUMENTED IN THE FIRST SWPPP COMPLETED FOR THE SEASON. CONTACT INFORMATION/RESPONSIBLE PARTIES INSPECTION REPORT.THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE PER MONTH OR SUSPENDED, IF SITE CONDITIONS MEET ITEM 11.10 OF THE OWNER OWNS THE LAND AND EASEMENT AREAS ASSOCIATED WITH THE PROJECT. THE OWNER WILL BE RESPONSIBLE FOR COMPLIANCE WITH ALL THE NPDES CONSTRUCTION STORMWATER PERMIT. ALL INSPECTIONS AND MAINTENANCE CONDUCTED MUST BE RECORDED IN WRITING BY THE HYDRO-MULCH TYPE #5: HYDRAULIC SOIL STABILIZER IN COMBINATION WITH A TACKIFIER WILL BE INSTALLED PER MANUFACTURES SPECIFICATIONS TO BAUER Ce TERMS AND CONDITIONS OF THIS SWPPP AND THE LONG-TERM MAINTENANCE PLAN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM FOR THIS PRIMARY CONTRACTOR AND RETAINED WITH THE SWPPP. THE MPCA SITE INSPECTION FORM IS AVAILABLE FOR PRIMARY CONTRACTORS TO USE TO EXPOSED SOILS AREAS TO PROVIDE TEMPORARY LONG-TERM OR PERMANENT COVER FOR VEGETATION ESTABLISHMENT. PROJECT(IF APPLICABLE).THE OWNER WILL ENSURE THAT THE DESCRIBED WORK IN THE SWPPP IS BEING COMPLETED BY THE CONTRACTOR. COMPLETE THE REQUIRED INSPECTIONS. THE FORM CAN BE FOUND ON THE MPCA WEBSITE OR AVAILABLE UPON REQUEST FOR THE PROJECT 0 OWNER. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: CONSTRUCTION ACTIVITY REQUIREMENTS: SEDIMENT CONTROL PRACTICES,PROCEDURES,&MAINTENANCE STANDARDS DESIGN BUILD OWNER: U-HAUL(CHRIS BOHLMAN,SOUTHERN MINNESOTA PRESIDENT) A. DATE,TIME,AND NAME OF PERSON(S)CONDUCTING INSPECTIONS. - 701.610.8434/CHRIS_BOHLMAN@UHAUL.COM B. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS. DOWNGRADIENT SYSTEMS: IF THE DOWNGRADIENT TREATMENT SYSTEM IS OVERLOADED,ADDITIONAL UP GRADIENT SEDIMENT CONTROL PRACTICES OR IJ- C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); INCLUDING REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL THE PRIMARY CONTRACTOR WILL ENTER INTO A CONTRACT WITH THE OWNER TO COMPLETE THE REQUIRED WORK FOR THIS PROJECT. THE PRIMARY DOCUMENTATION/PHOTOS OF IMPLEMENTED BMPS INTENDED TO CORRECT A PROBLEM BUT FAILED. PRACTICES. CONTRACTOR WILL AGREE TO IMPLEMENT THIS SWPPP IN COOPERATION WITH THE OWNER. THE PRIMARY CONTRACTOR IS RESPONSIBLE FOR D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS. IDENTIFYING AN EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION (REFER TO SWPPP AMENDMENT SECTION). E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP. PERIMETER CONTROL BMPS (SILT FENCES, CHIP/SLASH MULCH SACKS, BIOROLLS, FLOATING SILT CURTAIN, ETC.): PERIMETER CONTROL BMPS SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER AREAS, PRIOR TO INITIATING UPGRADIENT LAND DISTURBANCE THE PRIMARY CONTRACTOR WILL ENSURE THAT INDIVIDUALS OVERSEEING OR IMPLEMENTING THE SWPPP HAVE BEEN PROPERLY TRAINED AND THAT 3. SWPPP AMENDMENTS AND SITE PLANS WILL BE PREPARED BY THE PRIMARY CONTRACTOR AND SUBMITTED TO THE OWNER FOR REVIEW AND ACTIVITIES. UPLAND PERIMETER CONTROLS BMPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FOLLOW A SINGLE CONTOUR ELEVATION. ALL PERIMETER f CERTIFICATIONS WILL BE MADE AVAILABLE UPON REQUEST. THIS INCLUDES ANY SUB-CONTRACTORS THAT THE PRIMARY CONTRACTOR EMPLOYS UNDER WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNATED REPRESENTATIVE). ALL OWNER ACCEPTED AND DENIED SWPPP AMENDMENTS AND CONTROL DEVICES MUST BE REPAIRED, REPLACED, OR MAINTAINED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE SEPARATE CONTRACT. THE PRIMARY CONTRACTOR WILL PROVIDE THE CONTACT INFORMATION FOR THE EROSION CONTROL SUPERVISOR, SITE SITE PLANS MUST BE RECORDED IN WRITING AND RETAINED WITH THE SWPPP. HEIGHT OF THE DEVICE. FLOATING SILT CURTAIN SHALL BE INSTALLED AS CLOSE TO THE SHORELINE AS POSSIBLE FOR SHORELAND/IN-WATER SHORT- SUPERINTENDENT/FOREMAN, AND BMP INSTALLERS. THE EROSION CONTROL SUPERVISOR SHALL BE A RESPONSIBLE EMPLOYEE OF THE PRIME TERM CONSTRUCTION ACTIVITIES. IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IN THAT AREA IS COMPLETE, AN UPLAND PERIMETER CONTROL MUST CONTRACTOR AND/OR DULY AUTHORIZED BY THE PRIME CONTRACTOR TO REPRESENT THE PRIME CONTRACTOR ON ALL MATTERS PERTAINING TO THE 4. THE SWPPP SHALL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT IDENTIFIED PROBLEMS AS REQUIRED BY THE BE INSTALLED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER. SWPPP COMPLIANCE. THE EROSION CONTROL SUPERVISOR SHALL HAVE AUTHORITY OVER ALL PRIMARY CONTRACTOR ACTIVITIES WHICH INFLUENCE OWNER AND DEFINED IN THIS PROJECT SWPPP. SWPPP COMPLIANCE, INCLUDING GRADING, EXCAVATION, BRIDGE CONSTRUCTION, CULVERT INSTALLATION, UTILITY WORK, CLEARING/GRUBBING, 50 FOOT NATURAL BUFFER(S):REFER TO"CONSTRUCTION PHASING/STAGING,BUFFERS,&AREAS NOT TO BE DISTURBED"SECTION OF THIS SWPPP. DEWATERING,AND ANY OTHER OPERATION THAT INCREASES THE EROSION POTENTIAL ON THE PROJECT. THE TABLE BELOW IS A SUMMARY OF THE REQUIRED SWPPP AMENDMENTS: TEMPORARY STOCKPILES:ALL STOCKPILES MUST HAVE SILT FENCE OR EQUIVALENT PERIMETER SEDIMENT CONTROLS IMPLEMENTED AND MAINTAINED AT THE PRIMARY CONTRACTOR WILL PERFORM A PRECONSTRUCTION SITE VISIT TO ADDRESS ANY AREAS OF CONCERN PERTAINING TO ENVIRONMENTAL SUMMARY OF PRIMARY CONTRACTOR PREPARED SWPPP AMENDMENTS(REQUIRED BY OWNER) ALL TIMES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER ›.. COMPLIANCE. THE PRIMARY CONTRACTOR WILL IMPLEMENT AND MAINTAIN BMPS FOR THE DURATION OF CONSTRUCTION PROJECT AND COMPLETE THE SWPPP AMENDMENT NAME SWPPP AMENDMENT DETAILS SUBMITTAL TIMEFRAME SYSTEMS,OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE TO PREVENT STORM WATER RUN-ON INTO THE STOCKPILE.STABILIZATION ON REQUIRED SITE INSPECTIONS. PRIMARY CONTRACTOR CHAIN OF REFER TO"CONTACT INFORMATION/RESPONSIBLE PARTIES" 7 DAY PRIOR TO INITIATING WORK TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT,CLAY OR ORGANIC COMPONENTS IS NOT REQUIRED. Ce RESPONSIBILITY SECTION ISG INC. HAS BEEN CONTRACTED BY THE OWNER TO DEVELOP THE SWPPP PLAN FOR THIS PROJECT.THIS SWPPP WAS PREPARED BY AN INDIVIDUAL THAT BMP AMENDMENTS SUBSTITUTED,ADDITIONAL,OR REDUNDANT BMPS TO DURING/AFTER CONSTRUCTION ACTIVITIES CONSTRUCTION SITE ENTRANCENEHICLE TRACKING: PRIMARY CONTRACTOR MUST MINIMIZE SEDIMENT FROM LEAVING THE CONSTRUCTION SITE (OR HAS BEEN PROPERLY TRAINED IN ACCORDANCE TO SECTION 21 OF THE NPDES PERMIT(CERTIFICATION CARDS ARE AVAILABLE UPON REQUEST). ISG INC. COMPENSATE FOR FAILING/FAILED BMPS ONTO STREETS WITHIN THE SITE) BY IMPLEMENTING BMPS SUCH AS ROCK PADS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT WILL OFFER GUIDANCE FOR COMPLIANCE WITH THE NPDES PERMIT BEFORE, DURING,AND AFTER CONSTRUCTION OF THE PROJECT. METHODS TO MINIMIZE SOIL REFER TO"EXISTING SITE CONDITIONS,SOILS,AND WATER 7 DAYS PRIOR TO WORK WITHIN INFILTRATION SYSTEMS. STREET SWEEPING MUST BE USED DAILY DURING CONSTRUCTION OPERATIONS IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT COMPACTION RESOURCES"SECTION BASINS AND PRESERVED TREE AREAS FROM BEING TRACKED ONTO THE STREET.TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES (ON AND OFF-SITE)WITHIN 24 HOURS OF NOTE: SWPPP DESIGNER: PERMENANT STORMWATER MANAGEMENT SYSTEM: STEEP SLOPES PHASING PLAN REFER TO"ENVIRONMENTALLY SENSITIVE AREAS"SECTION 7 DAYS PRIOR TO INITIATING WORK DISCOVERY, OR SOONER AS DIRECTED BY THE PROJECT OWNER. MULTIPLE STREET SWEEPINGS AT THE PRIMARY CONTRACTOR'S EXPENSE MAY BE ISG INC. (LILY HOCK) ISG INC.(LILY HOCK) SPILL PREVENTION&RESPONSE REFER TO"POLLUTION PREVENTION MANAGEMENT 7 DAY PRIOR TO INITIATING WORK REQUIRED ON ALL ENTRY/EXIT POINTS TO THE SITE AT THE DISCRETION OF THE PROJECT OWNER. THE CLARITY OF THESE PLANS DEPEND Z 7900 INTERNATIONAL DR.,SUITE 550 7900 INTERNATIONAL DR.,SUITE 550 PLAN MEASURES" SURFACE WATERS: INCLUDING OFF-SITE AND DOWNSTREAM DRAINAGE DITCHES, CATCH BASINS, AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR UPON COLOR COPIES. IF THIS TEXT DOES MINNEAPOLIS, MN 55425MINNEAPOLIS,L MN 55416 DEWATERING PLAN REFER TO"DEWATERING"SECTION 7 DAYS PRIOR TO ACTIVITY EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.THE REMOVAL AND STABILIZATION OF EXPOSED SOILS MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF NOT APPEAR IN COLOR, THIS IS NOT AN 952.426.0699/LILY.HOCK@ISGINC.COM 952.426.06991LILY.HOCK@ISGWCCOM FLOOD CONTINGENCEY PLAN REFER TO"ENVIRONMENTALLY SENSITIVE AREAS"SECTION 72 HOURS PRIOR TO ACTIVITY DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST ORIGINAL PLAN SET AND MAY RESULT IN AGENCY CONTACTS TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE PRIMARY CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, 2 AGENCY PERMIT NAME PHONE NUMBER/E-MAIL 5. THE SWPPP (ORIGINAL OR COPIES), ALL CHANGES TO THE SWPPP, PROJECT MANUAL, AND INSPECTIONS/MAINTENANCE RECORDS MUST BE KEPT AT REGIONAL,STATE AND FEDERAL AGENCIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. MISINTERPRETATION. MPCA(EMERGENCY) NIA STATE DUTY OFFICER 1 S00 422 0798 THE SITE DURING CONSTRUCTION BY THE PRIMARY CONTRACTOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE.THE SWPPP CAN BE KEPT IN THE FIELD OFFICE OR ON SITE VEHICLE DURING NORMAL WORKING HOURS. THE OWNER MUST KEEP AND MAKE AVAILABLE TO FEDERAL, INLET PROTECTION: ALL STORM DRAIN INLETS (INCLUDING DOWNGRADIENT, OFF-SITE) MUST BE PROTECTED BY APPROPRIATE BMPS DURING DELETE PARAGRAPH/HEADER IF UNNECESSARY STATE, AND LOCAL OFFICIALS WITHIN THREE DAYS THE SWPPP, OTHER STORMWATER RELATED PERMITS, RECORDS OF ALL CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. SILT FENCE IS NOT AN ACCEPTABLE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J PERMANENT STORMWATER TREATMENT SYSTEMS ( ) INSPECTION/MAINTENANCE, ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS, ALL REQUIRED CALCULATIONS FOR DESIGN OF THE CATCH BASIN INLET PROTECTION BMP. CONTACTOR SHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, AND/OR REPLACE STORM DRAIN INLET REPORT WAS PREPARED BY ME OR UNDER MY DIRECT THE PERMANENT WATER QUALITY VOLUME FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE PROPOSED UNDERGROUND TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS FOR THREE YEARS FOLLOWING THE COMPLETION OF CONSTRUCTION. PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEXT FORECASTED PRECIPITATION EVENT (30% OR INFILTRATION SYSTEM. HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. THE SITE IS ABLE TO MEET THE FULL VOLUME SUPERVISION AND THAT I AM A DULY LICENSED W GREATER). REDUCTION REQUIREMENT. INFILTRATION RATES WERE DETERMINED BY THE INFILTRATION RATE CHART IN THE MINNESOTA STORMWATER MANUAL INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE UTILIZING SOIL-BORING RESULTS. 6. THE PRIMARY CONTRACTOR MUST ASSIGN A TRAINED INDIVIDUAL(S)TO OVERSEE THE IMPLEMENTATION, MAINTENANCE, AND REPAIR OF BMPS. THIS IDENTIFIED BY THEPRINMARY CONTRACTOR OR THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER). WRITTEN INDIVIDUAL(S) SHALL ALSO PERFORM INSPECTIONS, REVISE/AMEND THE SWPPP (DOCUMENT IN SWPPP AS NECESSARY) AND BE AVAILABLE FOR AN CORRESPONDENCE REGARDING THE NEED FOR REMOVAL MUST BE DOCUMENTED IN THE Ce SWPPP. STATE OF MINNESOTA. LOCATION OF SWPPP COMPONENTS ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE OWNER(OR ITS DESIGNEE), LOCAL GOVERNMENT UNITS,OR MPCA. RYAN J. ANDERSON NAME) CHEMICAL TREATMENTS: PRIMARY CONTRACTOR MUST AMEND THE SWPPP TO INCLUDE THE INTENDED USES AND LOCATIONS OF FLOCCULANTS, DESCRIPTION TITLE LOCATION (SHEET POLLUTION PREVENTION MANAGEMENT MEASURES POLYMERS, AND OTHER SEDIMENTATION TREATMENT CHEMICALS. CHEMICAL TREATMENTS MAY ONLY BE APPLIED IN AREAS WHERE TREATED OM SWPPP NARRATIVE SWPPP NARRATIVE STORMWATER POLLUTION PREVENTION POTENTIAL SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE: STORMWATER IS DIRECTED TO A RECEIVING SEDIMENT CONTROL SYSTEM (NOT DIRECTLY DISCHARGED TO NATURAL WATER BODIES). THIS INCLUDES PLAN(SWPPP)NARRATIVE • SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORT/EXPORT OPERATIONS, REMOVALS/COMPACTION, MASS/FINE DOCUMENTING THE EXPECTED SOIL TYPES, MANUFACTURER'S RECOMMENDED DOSING, APPLICATION RATES/QUANTITIES, AND MONITORING RESULTS SITE CONDITIONS SWPPP NARRATIVE SWPPP NARRATIVE GRADING, EXCAVATIONS,TRENCHING,TOPSOIL STRIPING STOCKPILING,WET/DRY PAVEMENT CUTTING,STREET CONSTRUCTION. (TURBIDITY, PH). - SITE MAPS(SOILS,WATER RESOURCES,POTENTIAL POLLUTANT SWPPP MAP,SWPPP NARRATIVE SWPPP • BASIC/ACIDIC PH LEVELS FROM CURB AND GUTTER, MANHOLE STRUCTURES, SIDEWALKS, DRIVEWAY APRONS, FOUNDATIONS, BRIDGE ABUTMENTS, DATE XX/XX/21 L1C. NO. 55938 GENERATING ACTIVITIES) WET/DRY PAVEMENT CUTTING, MASONRY WASHOUT/CLEANOUT. DEWATERING,STREAM DIVERSION,AND BASIN DRAINING - DIRECTION OF SURFACE WATER FLOW(PRE-&POST- DRAINAGE PLAN SWPPP • EXCESS NUTRIENTS FROM LANDSCAPING INSTALLATIONS,SOIL ADDITIVES, FERTILIZATION, MULCHING DEWATERING, STREAM DIVERSION, OR BASIN DRAINING IS ANTICIPATED DURING CONSTRUCTION OF THIS PROJECT. EXCAVATION MAY REQUIRE SITE THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Z CONSTRUCTION • HYDROCARBONS FROM STREET CONSTRUCTION, DEMOLITION/REMOVALS,WET/DRY PAVEMENT CUTTING DEWATERING.WHEN DEWATERING IS REQUIRED,THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AND NARRATIVE TO THE PROJECT ENGINEER FOR INC. AND MAY NOT BE USED, COPIED OR DUPLICATED IMPERVIOUS SURFACES CONSTRUCTION PLAN&PROFILE SWPPP,SITE PLAN APPROVAL PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MUST INCLUDE BMP'S TO PREVENT SEDIMENT TRANSPORT, EROSION, AND TEMPORARY EROSION&SEDIMENT CONTROL BMPS FOR STEEP PRIMARY CONTRACTOR WILL COMPLY WITH ALL OF THE POLLUTION PREVENTION AND MANAGEMENT MEASURES IDENTIFIED IN THE NPDES-CSW PERMIT. ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MUST ALSO INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS (FLOC, WITHOUT PRIOR WRITTEN CONSENT. SLOPES(3:1), DNR FISH EXCLUSION"WORK IN WATER SWPPP,SWPPP NARRATIVE SWPPP,SWPPP DETAILS PRIMARY CONTRACTOR WILL SUBMIT A SPILL PREVENTION AND RESPONSE PLAN (SPRP)TO THE ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITY. THE POLYMERS, ETC.)THAT WILL BE USED. IF AN APPROVED TMDL WASTE LOAD ALLOCATION IS ESTABLISHED FOR CONSTRUCTION ACTIVITIES ON A RECEIVING O RESTRICTIONS" SPRP MUST SATISFACTORILY ADDRESS (AT A MINIMUM) THE FOLLOWING REQUIREMENTS BY THE PROPOSED IMPLEMENTATION AND MAINTENANCE OF WATERBODY, THE PRIMARY CONTRACTOR MUST IMPLEMENT ALL NECESSARY BMP'S TO MEET THE ASSIGNED WLA. THE DEWATERING PLAN AND DNR TURF ESTABLISHMENT PLAN, APPROPRIATE BMPS: APPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP. WATER THAT IS TURBID OR HAS SEDIMENT MUST BE DISCHARGED TO A TEMPORARY OR PROJECT PERMANENT EROSION PREVENTION BMPS SWPPP NARRATIVE SWPPP NARRATIVE, RESTORATION PLAN PERMANENT SEDIMENTATION BASIN (AND/OR OTHER APPROPRIATE BMPS) ON THE PROJECT SITE WHENEVER POSSIBLE. DISCHARGE FROM THE STORM SEWER DRAINAGE PLAN SWPPP, UTILITY PLAN NO-EXPOSURE: CONSTRUCTION AND BUILDING PRODUCTS (THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS), PESTICIDES, HERBICIDES, INSECTICIDES, TEMPORARY OR PERMANENT SEDIMENTATION BASIN MUST BE VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT IS OBTAINED IN THE BASIN AND GRADING GRADING PLAN GRADING PLAN FERTILIZERS,TREATMENT CHEMICALS, AND LANDSCAPING MATERIALS MUST BE UNDER COVER(PLASTIC SHEETING OR TEMPORARY ROOFS) TO MINIMIZE THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2), IMPACTS TO WETLANDS, AND EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE ESTIMATED B QUANTITIES ESTIMATED QUANTITIES SWPPP CONTACT WITH STORMWATER AND PRECIPITATION. PROPERTIES WILL NOT RESULT FROM THE DISCHARGE. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SANDBAGS, PLASTIC0 BMP DETER BMP MPECIFIC TIESON MISC. DETAILS,SWPPP NARRATIVE SWPPP DETAILS SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES.ADEQUATE SEDIMENTATION CONTROL MEASURES AND ADDITIONAL FILTRATION BMPS HYDROLOGIC/WATER QUALITY MODELING AVAILABLE UPON REQUEST SOLID WASTE: (SEDIMENT, ASPHALT, CONCRETE MILLINGS, CONSTRUCTION, AND DEMOLITION DEBRIS) AND OTHER WASTES MUST BE DISPOSED OF ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS,OIL,OR GREASE. PROPERLY AND SHALL COMPLY WITH MPCA DISPOSAL REQUIREMENTS(CH.7035). EXISTING SITE CONDITIONS,SOILS,&WATER RESOURCES SWPPP TERMINATION CONDITIONS HAZARDOUS m HAUL SOILS AND NATIVE TOPSOIL: NATIVE TOPSOIL WILL BE STRIPPED AND STOCKPILED FOR FINAL GRADING OPERATIONS, WHERE INDICATED IN THE HAZARDOUS MATERIALS: {E.G. GAS, DIESEL, OIL, ANTIFREEZE, PAINT SOLVENTS, SOAPS, DETERGENTS, WOOD PRESERVATIVES, CLEANING SOLVENTS, SWPPP TERMINATION CONDITIONS ARE ACHIEVED WHEN THE FOLLOWING FOUR PARAMETERS ARE COMPLETED. CONSTRUCTION PLANS AND SPECIFICATIONS. METHODS AND EQUIPMENT TO MINIMIZE SOIL COMPACTION (IN PROPOSED INFILTRATION AREAS, DRIP LINE CURING COMPOUNDS, ACIDS, ETC.) MUST BE STORED IN SEALED CONTAINERS. SECONDARY SPILL CONTAINMENT IS REQUIRED FOR ALL MATERIALS IF oIX STORED ON-SITE FOR MORE THAN 24 CONSECUTIVE HOURS (DOUBLE WALLED TANKS ARE ACCEPTABLE FOR SECONDARY CONTAINMENT). STORAGE AND 1. 70% VEGETATIVE COVER: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL EXPOSED SOILS ARE STABILIZED BY A OF TREES TO BE PRESERVED, ETC.) SHALL BE DETERMINED BY THE CONTRACTOR'S SWPPP AMENDMENT. TRACKED VEHICLES ARE PREFERRED AND DISPOSAL OF HAZARDOUS WASTES AND MATERIALS MUST BE IN COMPLIANCE WITH MPCA REGULATIONS(CH. 7045). UNIFORM, LIVE PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS U-BOX WHEELED VEHICLES ARE DISCOURAGED IN THESE AREAS. NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. USDA-NRCS MAPPED SOIL SURVEY UNIT NO.,NAME, PERCENTAGE OF APPROXIMATE PARTICLE SIZE RANGEPORTABLE TOILETS: MUST BE POSITIONED AND SECURED SO THEY ARE NOT TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE PROPERLY DISPOSED (MM) OF IN ACCORDANCE WITH MPCA REGULATIONS(CH.7041). 2. FINAL CLEAN OUT OF PERMANENT STORMWATER MANAGEMENT SYSTEMS & CONVEYANCE SYSTEMS: ALL ACCUMULATED SEDIMENT MUST BE TEXTURE,SLOPE PERCENTAGE PROJECT AREA SAND(0.05-2.00+) SILT(0.002-0.05) CLAY(<0.002) REMOVED FROM PERMANENT STORMWATER MANAGEMENT SYSTEMS, CONVEYANCE SYSTEMS,AND DITCHES MUST BE STABILIZED WITH PERMANENTCO 39A-WADENA LOAM-0-2%SLOPES 23-53% 27-50% 7-27% SPILLED OR LEAKED CHEMICALS: REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY COVER.ALL SYSTEMS MUST OPERATE AS DESIGNED. 411A-WAUKEGAN SILT LOAM-0-1%SLOPES 20-50% 50-87% 0-27% AREA WHERE CHEMICAL OR FUEL WILL BE LOADED OR UNLOADED. PROCEDURES FOR SPILL RESPONSE AND MATERIALS FOR CONTAINMENT, CLEANUP 611A-HAWICK GRAVELLY SANDY LOAM-6-12%SLOPES 20-50% 50-87% 0-27% (DRIP PANS, ABSORBENTS, AND SPILL KITS) AND APPROPRIATE DISPOSAL SHALL BE AVAILABLE AT ALL TIMES ON-SITE. PERMITEES MUST REPORT AND 3. REMOVAL OF ALL TEMPORARY SYNTHETIC BMPS: ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL Z CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTE 115.061. BMPS(SUCH AS SILT FENCE)MUST BE REMOVED ON THE PORTIONS OF THE SITE FOR WHICH THE CONTRACTOR IS RESPONSIBLE. BMPS DESIGNED TO DESCRIPTION OF RECEIVING WATERS (LOCATED WITHIN 1-MILE): STORMWATER FROM THIS PROJECT WILL BE CONVEYED INTO AN UNDERGROUND DECOMPOSE ON SITE(SUCH AS SOME COMPOST LOGS)MAY BE LEFT IN PLACE. APPLE VALLEY MINNESOTA INFILTRATION SYSTEM AND EXISTING CATCH BASINS. THE CATCH BASINS AND INFILTRATION SYSTEM DISCHARGE TO CITY-OWNED STORM SEWER. CITY EQUIPMENTNEHICLE WASHING: WHEN VEHICLE/EQUIPMENT WASHING MUST OCCUR ON-SITE, THE ACTIVITY IS LIMITED TO A CONTAINED PORTION OF THE STORM SEWER DISCHARGES TO THE VERMILLION RIVER. HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. STAGING AREA, UNLESS INFEASIBLE THROUGH A SWPPP AMENDMENT. SOAPS, DETERGENTS, AND SOLVENTS ARE TO BE USED AND STORED PROPERLY. 4. PRIMARY CONTRACTOR PROVIDES THE OWNER ALL INSPECTION AND SWPPP AMENDMENT RECORDS FOR THE PROJECT. OWNER IS RESPONSIBLE FOR 0 RUNOFF MUST BE CONTAINED FROM THE WASHING AREAS AND DISPOSED OF PROPERLY. KEEPING ALL RECORDS FILE FOR THREE YEARS AFTER COMPLETION OF CONSTRUCTION. REVISION SCHEDULE DESCRIPTION OF IMPAIRED WATERS OR WATER SUBJECT TO TMDLS: A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA DATE DESCRIPTION BY SEARCH ENGINE (HTTP://PCA-GIS02.PCA.STATE.MN.US/CSW/INDEX.HTML)ON 9/29/21.THE SEARCH SHOWED NO IMPAIRED WATERS OR WATERS SUBJECT TO CONCRETE, STUCCO, PAINT, CURING COMPOUNDS, SOLVENTS, AND OTHER WASHOUT WASTES: TEMPORARY OR LONG-TERM STORAGE OF WASHOUT 0 TMDLS WITHIN THE PROJECT LIMITS. WASTE IS PROHIBITED ON-SITE(SLURRY MUST BE HAULED IMMEDIATELY OFF-SITE). PRIMARY CONTRACTOR MUST SUBMIT A CONCRETE WASHOUT PLAN TO THE PROJECT ENGINEER FOR APPROVAL OF ALL ON-SITE WASHOUT LOCATIONS. ON-SITE WASHOUT LOCATIONS MUST BE LOCATED 200 FEET FROM AN POTENTIAL FOR SEDIMENT AND/OR OTHER POLLUTANT(S)DISCHARGING FROM THE PROJECT SITE ENVIRONMENTALLY SENSITIVE AREA AND SURFACE WATERS, HAVE "CONCRETE WASHOUT AREA" SIGNAGE, AND BE CONTAINED IN A LEAK PROOF THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS CONTAINER OR IMPERMEABLE LINER. LIQUID AND SOLID WASTES SHOULD NOT CONTACT THE GROUND (UNLESS PERMITTED IN THE CONCRETE WASHOUT Ce DISCHARGING OFF-SITE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FOR THE PLAN), BE CONTAINED TO PREVENT RUNOFF FROM THE WASHOUT LOCATION, AND MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN,AND ESTIMATING CONSTRUCTION ACTIVITIES IN REGULATIONS. 0 THIS SWPPP.ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWATER MANAGEMENT SYSTEM. BURNING: BURNING OF GARBAGE, CONSTRUCTION DEBRIS, TREES, BRUSH, OR OTHER VEGETATIVE MATERIAL IS NOT ALLOWED ON SITE, UNLESS PRIOR - ROUTINE INSPECTION AND BMP MAINTENANCE BY THE CONTRACTOR IS CRUCIAL IN ENSURING THE FUNCTIONALITY OF EACH BMP. STEEP SLOPES AND APPROVAL IS GRANTED BY THE OWNER. IJ- - OTHER ENVIRONMENTALLY SENSITIVE AREAS THAT ARE AT A HIGHER RISK OF SEDIMENTATION ARE DEFINED IN THIS SWPPP(IF APPLICABLE). CONSTRUCTION ACTIVITY REQUIREMENTS: EROSION PREVENTION PRACTICES,PROCEDURES,&MAINTENANCE STANDARDS CONSTRUCTION PHASING/STAGING,BUFFERS,&AREAS NOT TO BE DISTURBED THE PRIMARY CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, OPERATION,AND CONTINUED MAINTENANCE OF ALL TEMPORARY AND PERMANENT AREAS NOT TO BE DISTURBED ARE TO BE DELINEATED BEFORE WORK BEGINS. THE PRIMARY CONTRACTOR IS RESPONSIBLE FOR PRESERVING A 50 FOOT WATER QUALITY MANAGEMENT BMPS,AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION NATURAL BUFFER OR(IF INFEASIBLE AND DOCUMENTED)PROVIDE REDUNDANT SEDIMENT CONTROL BMPS,WHEN A SURFACE WATER IS LOCATED WITHIN WORK AT THE SITE, UNTIL FINAL STABILIZATION IS ACHIEVED. ALL BMPS MUST BE ADEQUATELY LOCATED, DESIGNED, INSTALLED, AND MAINTAINED TO - 50 FEET AND RECEIVES DRAINAGE FROM THE PROJECTS GRADING LIMITS. THIS REQUIREMENT DOES NOT APPLY TO ADJACENT ROADSIDE DITCHES, PREVENT EROSION FROM A MINIMUM 0.5 INCH TOTAL RAINFALL EVENT WITHIN 24 HOURS. PROJECT NO. 21-25154 JUDICIAL/COUNTY DITCHES,STORMWATER CONVEYANCES,STORM DRAIN INLETS,AND SEDIMENT BASINS. 0 ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER FILE NAME 25154 Cl SWPPP THERE IS NO CONSTRUCTION PHASING OR STAGING DEFINED BY THE OWNER FOR THIS PROJECT. THE SCHEDULE FOR INSTALLING TEMPORARY BMPS DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED IN THE SWPPP.ALL ERODED MATERIAL THAT DRAWN BY LCH Z SHALL BE INCORPORATED INTO THE PRIMARY CONTRACTOR'S WEEKLY SCHEDULE FOR EACH CONSTRUCTION STAGE AND PRESENTED TO THE OWNER'S LEAVES THE SITE SHALL BE COLLECTED BY THE PRIMARY CONTRACTOR AND RETURNED TO THE SITE AT THE PRIMARY CONTRACTOR'S EXPENSE AND REPRESENTATIVE. INCIDENTAL TO THE PROJECT COST. DESIGNED BY LCH ENVIRONMENTALLY SENSITIVE AREAS TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED AS SOON AS POSSIBLE, BUT NO LATER THAN THE END OF THE NEXT WORKDAY REVIEWED BY RJA STEEP SLOPES: EXISTING AND PROPOSED SLOPES 1 IN 3(33.33%)AND STEEPER THAT ARE PROPOSED TO BE DISTURBED ARE ILLUSTRATED ON THE PLAN FOLLOWING THE DAY EARTH-DISTURBING ACTIVITIES IN THAT PORTION OF THE SITE HAS TEMPORARILY OF PERMANENTLY CEASED. ALL EXPOSED SOIL SHEETS. STEEP SLOPES MAY BE TEMPORARILY CREATED DURING GRADING OPERATIONS IF NECESSARY, AT WHICH TIME TEMPORARY BMPS MUST BE AREAS SHALL BE STABILIZED WITHIN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY ORIGINAL ISSUE DATE --/--/- >m - IMPLEMENTED BY THE PRIMARY CONTRACTOR (THROUGH AN APPROVED SWPPP AMENDMENT) WITHIN 14 DAYS OF NO LONGER WORKING THE STEEP CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE(OR MORE)OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING(OR SLOPE. OTHER TEMPORARY NON-VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED CLIENT PROJECT NO. - Ce WITHIN THE 14 DAY TIMEFRAME. CONTAMINATED PROPERTIES: THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD"DATABASE WAS REVIEWED ON 9/29/21 (WWW.PCA.STATE.MN.US/DATAM/HATS- MY-NEIGHBORHOOD) AND A CONTAMINATION ASSESSMENT WAS PERFORMED (AVAILABLE UPON REQUEST). THE RESULTS OF THIS REVIEW SHOW NO ALL EXPOSED SOILS WITHIN 200 FEET AND DRAINING TO A DNR PUBLIC WATERS MUST BE STABILIZED WITHIN 24 HOURS OF TEMPORARILY OR KNOWN CONTAMINATED PROPERTIES OR LEAK SOURCES LOCATED WITHIN AND ADJACENT TO THE PROJECT LIMITS. PERMANENTLY CEASING WORK, DURING THE FISH SPAWNING PERIOD. TITLE STORMWATER POLLUTION MITIGATION MEASURES (AS IDENTIFIED FROM ENVIRONMENTAL REVIEW): NO FORMAL ENVIRONMENTAL REVIEW WAS REQUIRED TEMPORARY STABILIZATION BMPS SHALL ONLY BE IMPLEMENTED WHEN PERMANENT STABILIZATION BMPS CANNOT BE IMPLEMENTED WITHIN THE 14 DAY STORMWATER z FOR THIS PROJECT,THEREFORE, NO ADDITIONAL STORMWATER RELATED MITIGATION MEASURES APPLY. TIMEFRAME FOR EXPOSED SOILS. KARST AREAS:THERE ARE NO KNOWN ACTIVE KARST AREAS WITHIN OR ADJACENT TO THE PROJECT LIMITS. TEMPORARY/PERMANENT DRAINAGE DITCHES&SWALES:THE NORMAL WETTED PERIMETER(2-YEAR,24-HOUR PRECIPITATION EVENT)OF ANY TEMPORARY POLLUTION OR PERMANENT DRAINAGE DITCH, CHANNEL, OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER SITE PLAN REQUIRED AREAS: NO AREAS OF "HIGH ENVIRONMENTAL RISKS" ARE KNOWN TO BE LOCATED WITHIN OR IMMEDIATELY ADJACENT TO THE AROUND THE SITE, MUST BE STABILIZED WITHIN THE LAST 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY2 PROJECT LIMITS. SURFACE WATER WITHIN 24 HOURS OF CONNECTION. STABILIZATION REMAINING OF THE REMAINING PORTIONS OF THE CHANNEL MUST BE STABILIZED PREVENTION PLAN _ WITHIN 14 DAYS.ALL STORMWATER CONVEYANCE CHANNELS MUST USE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES WITHIN AND ALONG THE FLOOD CONTINGENCY PLAN: PROJECT ACTIVITIES MAY NOT OCCUR WITHIN THE 100-YEAR FLOODPLAIN OR FLOODWAY, THEREFORE, THE PROJECT LENGTH OF THE CHANNEL AND AT ANY OUTLETS.TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A TEMPORARY SEDIMENT ENGINEER (AT THEIR DISCRETION) MAY REQUIRE A PREVENTATIVE FLOOD CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES AND AREAS IF CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS SEASONAL PRECIPITATION POSSES A POTENTIAL RISK OF FLOODING WORK AREAS WITHIN THE PROJECT LIMITS. THIS PLAN SHALL BE SUBMITTED BY THE HOWEVER MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. MULCH, HYDROMULCH, NARRATIVE J co CONTRACTOR TO THE OWNERS REPRESENTATIVE FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE SCHEDULED WORK AND/OR DURING ACTIVE N Cri UNI CV o o SHEET Ce C1 - 10 aD 0 J d I I I Z 0 REAR CURB GUARD FLAP 11 GA GALVANIZED STEEL WITH MAGNETIC TIE DOWNS SUSPENSION SYSTEM 11 GA GALVANIZED STEEL SUSPENSION SYSTEM (SLIDE 2x4 THROUGH FLAP IF IRON CURB BACK NOT0 STANDARD 2" AVAILABLE) OVERFLOW AREA �' I/ p II ' �`'`�II��\l� LIFT HANDLES STANDARD 2" ���� �I�Ir�lwlgz �� OVERFLOW AREA NATIVE I^'/ MATERIAL rnmiiii 10 2' i .. r 1 1 t!) LOOSEN AS NEEDED SO THAT ENTRANCE �� i� Aillik IS NOT COMPACTED, REPLACE/CLEAN `�� !� w AGGREGATE ONCE DIRTY w !< 121 PG LIFT HANDLES 0 M STAINLESS STEEL MINIMUM 10 MIL THICK gS - CLAMPING BAND PLASTIC SHEETING OR G� �•�� 0 5'x10'x3'CONCRETE APPROVED EQUAL �Q' Io•o.o. `So, WASHOUT AREA . ''I•I• �I I- __-G 1'DEEP IMPERVIOUS dt.�.�.���.�.�. �., . BAUER IX ` CLAY LINER o�o�o�o�o�o13��vo�. REPLACEABLE SEDIMENT BAGS WITH 4 �.�......4.� " �0"0 .k GEOTEXTILE FILTER FABRIC �� REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE - DESIGN BUILD 0 ��o�o•et.►��a�Vo o���♦ �p / j FILTER FABRIC MnDOT STANDARD r` ,o70i0�0�0 itao�er•w•%. O O Um �1-� 004-1-04ApL•I o O ; SPECIFICATION 3733 TYPE V �'=`, NOTES. o�oa-a-ate > .� PERMEABLE GEOTEXTILE ♦- o oNOTES- . I �. .� •��� FABRIC BENEATH ROCK OR = ;� / __ 4o� ►� FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT f SLASH MULCH �� ��P�V����o > FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT I- WWW.INLETFILTERS.COM �� .„, \• �► WWW.INLETFILTERS.COM 0 NOTES: 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE INSTALLATION: INSTALLATION: U +IRUNOFF FROM LEAVING SITE EXTEND SILT REMOVE GRATE Z CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. FENCE FROM EITHER SIDE OF BERM AS NEEDED REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR ` CONCRETE STRUCTURE >m CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75%CAPACITY. CONCRETE STRUCTURE .' 6" MINIMUM DEPTH OF 1" REPLACE GRATE OR WASHOUT AREA SHALL NOT BE PLACED WITHIN 50'OF STORM DRAINS,OPEN DITCHES OR BODIES OF WATER. A. TO 2" CRUSHED ROCK SLASH MULCH CH MATERIALS:REPLACE GRATE ' MATERIALS: Ce ► k FRAMING-11 GAUGE STEEL;CORROSION RESISTANT CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. *Irag FRAMING 11 GAUGE STEEL;CORROSION RESISTANT SEDIMENT BAG WOVEN GEOTEXTILE FABRIC;2 CUBIC FOOT TYP VOLUME NOTE: Z SEDIMENT BAG-WOVEN GEOTEXTILE FABRIC;2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME THE CLARITY OF THESE PLANS DEPEND WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ROUND FILTER CURB BOX FILTER ORIGINAL PLAN SET AND MAY RESULT IN2 CONCRETE WASHOUT STABILIZED CONSTRUCTION EXIT INLET PROTECTION INLET PROTECTION MISINTERPRETATION. NTS NTS NTS NTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUJ PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ce RYAN J. ANDERSON O. DATE XX/XX/21 LIC. No. 55938 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, Z INC. AND MAY NOT BE USED, COPIED OR DUPLICATED Q WITHOUT PRIOR WRITTEN CONSENT. PROJECT SEDIMENT CONTROL LOG (U) FLOW -' //�/ U-HAUL p IX5'TEE POST AT 5'-4'MAX CO � \ �� \\\\\\\\\\\� SPACING / // //�//�I\� \�/\\//\\�//� U-BOX 1 I / /////j/ / / / / /jam/j�/i/ GEOTEXTILE FABRIC / //\/ /�/\ /�\//�\//,/\ A//�\/\\ (0 /\ \/" / / / /\/ Z \\// //\\/\/\//\//\//\ FABRIC ANCHORAGE TRENCH ./\/\/\/\//\ / N BACKFILL WITH TAMPED NATURAL �\/,\//�//\ APPLE VALLEY MINNESOTA 0 ul SOIL REVISION SCHEDULE DIRECTION OF SEDIMENT CONTROL LOG DATE DESCRIPTION BY 0 RUNOFF FLOW /\/\� / % /A g /\\ I 1 1 \ \ ! t Ce \/ // w/ /\// �/ \/\, K/X/ '\/\i\ /\/\/ /\/ /\/\i\ ; /\ /- ' Lci '' I //miry '\ /> /\/ \/ \( \/ \// O /\/\/\/ \//\/ SILT FENCES TO BE CONSTRUCTED //\//\//\� /\//>1\' \//\/ /\//\ //\// \//\/� /\//\//\/. U\/�\//j\//\\//\\// ON DOWNHILL SIDE OFALL / / / / // // / // // //% / //%%/ / / \ \ \ \\ \j\\\\\\\\\\\\\\\\\\j\\\i\\\i\\\j \\//\�\ EMBED IN 2"DEEP TRENCH/\/\/\// �\,\\,\ MANHOLES \ \ \ ///\\//\//\///‘ / / /, Imm /\/\\�\\�\\/\/\\\�\/\/ PROJECT NO. 21-25154 0 FILE NAME 25154 Cl SWPPP DRAWN BY LCH Z NOTES. DESIGNED BY LCH REVIEWED BY RJA SEDIMENT CONTROL LOGS TO BE 6"DIAMETER UNLESS OTHEWISE NOTED. ORIGINAL ISSUE DATE --/--/- >m - STAKED INTO THE GROUND WITH WOOD STAKES. CLIENT PROJECT NO. - Ce WOOD STAKES ARE A MINIMUM OF 2"x16"x%"UNLESS PRECLUDED BY PAVED SURFACE OR ROCK. TITLE WOOD STAKES DRIVEN THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF 45°WITH THE TOP OF STAKE POINTING UP STREAM. STO RM WAT E R Z WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED,OVERLAP ENDS A MINIMUM OF 6"AND STAKE POLLUTION 2 PREVENTION PLAN _ SILT FENCE SEDIMENT CONTROL LOG STAKING J NTS NTS DETAILS N ccs III CV o SHEET Ce w Q a- D C 1 _20 a. 1- 2 d I / 1 m (75 Foot Right of Way) // 75'HighwayEasement EROSION CONTROL LEGEND Z // (Doc No. 581296, Item 10 Schedule B) - QSYMBOL DESCRIPTION W i / Pc PERIMETER CONTROL 0 \___ > / „, _ U 1- -@ 1 / Ti — — — - � / STORM DRAIN INLET PROTECTION * 1 _ - Tim — — - — — — — — ♦. / / \ - - II l , — a - -- I — — i - _ — — — — — — _ — — _-�� / /\Limited Access ed\/one / , i / _ I I I I I I I I I I I I I I I I SEDIMENT CONTROL LOG l/� \ i�' (11) �� -� - - Z __-_* \ Z_ _/-- --___ - - 1 _ I Ce / \i z---- / i ^ ��'/ I I000000� STABILIZED CONSTRUCTION EXIT \/ / �I i I ,-Drainagczz�Utility Case end----------I 1 ,----- j / ________—. --_,,,. C Z -- you /�2 i � � _ _ 0 I � � \ / r 9 / i / \ I CONCRETE WASHOUT AREA O dli • J 1 v 0 I- ,, N "V '4) `A \ \ \ \ \ v ei, it§,, --\ 1,, koi \ \ \ \ \ R* H \ / \ \ \ \ \ \ \ \ \ \..N I EXISTING DRAINAGE ARROW _ I Iiit\,\ �,� \ BAUER OC 950 �� \ , 1° �►` ����� _ \ \ \ V� \ I \ i \ \ \ \ \ \ \ \ \ \ \ �I � I DESIGN BUILD 0 �� \ I PROPOSED DRAINAGE ARROW 1110 n 1ii,w,_. ] I - Iu_ — J " i- ��,.. L♦ - ^ 0 \- 1 101 EXISTING CONTOUR(MINOR INTERVAL) * 1 • AVAr AVAV -- I \ I O a ✓ —100— EXISTING CONTOUR(MAJOR INTERVAL)/ U +II ALI L z I�* 1) , z --\\,\o� I \ AIIIIIIIIIIIIIIIIIIIIIIIIIIII:11 101 PROPOSED CONTOUR(MINOR INTERVAL) I 11 / ^ I I 1 1 \ >mi < / \ \ \ Ce V 100 PROPOSED CONTOUR(MAJOR INTERVAL) 14:1C I # I NOTE: HIM : ^ I PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. THE CLARITY OF THESE PLANS DEPEND Z < n 1 i i SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. UPON COLOR COPIES. IF THIS TEXT DOES I _ I NOT APPEAR IN COLOR, THIS IS NOT AN I I I u NOTE:SWPPP COVERAGE INCLUDES ELECTRIC,GAS,TELEPHONE,AND CABLE INSTALLATION.EACH ORIGINAL PLAN SET AND MAY RESULT IN2 COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS MISINTERPRETATION. 1 I / • I I I SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY H I n \ r I V — — INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.7 *- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J � * 1 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT V I I I I SUPERVISION AND THAT I AM A DULY LICENSED NI PROFESSIONAL ENGINEER UNDER THE LAWS OF THE n STATE OF MIN RYAN J. ANDERSON Ce /N1 il44. .....4 \ (;) r 1 II 1 \ 0 I 9So �, / 1 / \ DATE XX/XX/21 Lb . NO. 55938 ^ n EXISTING BUILDING \ 1 — FFE = 950.20 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Z INC. AND MAY NOT BE USED, COPIED OR DUPLICATED I 1:44 \ •••••4 \d 7 / WITHOUT PRIOR WRITTEN CONSENT. 0 V v AR : H I I PROJECT I.6-/ i/ 1 144. PROPOSED BUILDI G dal 1 1 I 12,230 • •1 v [71 I Iv 0 1 p i / ► I I U-HAUL II IX II I I1 U-BOX \ v v I ��� ,v c' I.•••• / \ v y" ••••4 [ v UUI) . , eig ° �• i i - I / IL z �, I j y APPLE VALLEY MINNESOTA I 0 I I REVISION SCHEDULE k 1U •'OM • / X i DATE DESCRIPTION BY 0 LX.. - ... • • • . . • • • • • • • ••••••••••••11 I O O . • I I I I I 0 —949 -i 0 I v tiE U kg 1.A.....s,.....: — l' - -I I PROJECT NO. 21-25154 _ I 0 �~ 95L<21,� I Z \ - - - I = J— I fi' l V I FILE NAME 25154 C1 SWPPP Li T e _ v \1l * DRAWN BY LCH & & . . - -,.__. x DESIGNED BY LCH ��' 950 ? �` I �I I \ I • I 1 REVIEWED BY RJA 949 tl 1 , - 4 1 1 _ — 1 I 1 1 _= wEEN _ II ORIGINAL ISSUE DATE / / >m i > > - -- ----#' �:;� 11�w�-- --- t•ii-� - ,fit — _ » -gy p— 41. 7 V i cr, If — _ >r — — / u \ — < CLIENT PROJECT NO. Ce / - \\ Drainage&Utility Easement / ) N TITLE_______------> i 0 / x J /.11 < S LI i ------,_ / ____-- TORMWATER,_____ 1 A-- _____I ) - v— V - - Q POLLUTION 2 I 1 PREVENTION PLAN = CO I W — — _ — — _ _ _ 1 S15T STREET WEST _ 2 4 "' 0 - (64 Foot Right of Way) I 0 . - SHEET Ce di,_ . . 0.. O SCALE IN FEET CI -30 I- J d I I I I I l ` / I / I m (75 Foot Right of Way) / Exc6 _-- 75'HighwayEasement -_./ EX CB REMOVAL LEGEND Z I T/C=953.29 Ex cB /' (Doc No. 569296, Item 90 Schedule B) T/C=957 U ii 1=949.06(N) T/C=954.81 / 1=952.76 1=949.06(S) 1=951.15(N) / SUMP=f Q SUMP=949.25 ; SYMBOL DESCRIPTION / REMOVE CONCRETE / PAVEMENT - - - OE OE OE OE OE 13 GE - -r - - - OE OE OE - - - - OE OE / OE OE OE OE O OE - - -N o I PROPERTY LINE (TYP) 0 REMOVE DECIDUOUS TREE EX ST MH p / EX ST 73 EX STM MH (CLEAR AND GRUB) _z-, 1.86 / - - 1=944.63(S) - - - - R942.91 / 1=943.83(W) 1=943.53(SE) EX STM MH 1=943.83(E) 1=942.91(W) R=950.88 / 1=945.18(SW) / ,-Limited Access Dedication �"'' REMOVE CONIFEROUS TREE ix 1=94470(E) �' / I LOT LINE (TYP) i / 1946g4APRON X- 1=944.70 (CLEAR AND GRUB) -,Z --yr CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION (0 / I A /'� * I I AND NOTIFY ENGINEER OF ANY DISCREPANCIES. / 1 ,-Drainage&Utility Easement -' Z / i I / I PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH o --- _ r 1- I � I SAWCUT AND SECTION REMOVAL. PROTECT STORM SEWER (TYP) / IMPERVIOUS SETBACK(TYP) 0 70____ ,I, I # ------- I - _ - REMOVE RETAINING WALL (TYP) SAWCUT TO REMOVE�����!!!� \ \ \ \ \ \A \ \ \ \ \ \ \ \ \ \ \ V ei. o& i/z / CURB & GUTTER(TYP) � !!� \ \ \ \ \ \ \ \ \ \ I REMOVE MANHOLE / ��!!� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,--7 ,i ., \ \ I \ 1 BAUER IX _ i ....11lC��C.�..���.'�.....����� �� � ♦ - - - I - - I I DESIGN BUILD 0 ,I . � ;; �� REMOVE STORM SEWER AI RX STM 94938 HUm .♦.♦.♦.♦.♦.♦.♦.•.♦__ •♦•♦•T•♦.•.♦.♦.♦.♦............r•.♦.♦.♦. A I 1=944.80(W) ♦.♦.♦.♦..♦♦.♦...♦.♦.♦.♦.44 � R . EX CB 1=942.52(N) .............�V r.�`� . ... ... .. .. . .. I T/C (E) 1=942.52(S) ♦.♦.♦.♦♦♦♦♦♦♦♦♦♦♦ ...♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.•.♦.•.♦.♦.♦�.♦.♦.♦♦ I EX STM MH 1=945.25(E) y( �� ....................................1�.... R=949.53 EX STM M H - - - - -I r� I M .♦.♦♦♦♦..♦♦♦♦♦♦♦♦♦.♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦..♦♦. f 1=945.93(N) f R=949.56 I f ....................................�....4 01=945.93(S) !! I-946.57(S)< * I 4 11 0 X - - - - - - U -HAU Ll z , , , . , ,�;�. PROTECT TREES (TYP) ;��;��;� REMOVE FENCE (TYP) •���►����, - - - - i1 -I I .111111111111111.111111111.11,4"4"41414"r 1 >m < * gy411' 4 , , 1 Ce '� , I ,�;��- PROTECT LIGHT POLE ��j�i�i�i�.tic....�i�i���l�i�i�.�.�i`�Ol�l�i�.�i�i�.�i�.�; 1 ` 1��..............��.��..... .....<►......!;������� I v # I NOTE: � ;lllllllllllllllllllllllllCllllll+ll�l�llllll! I ,�� THE CLARITY OF THESE PLANS DEPEND Z < * 1 ! !!l ..............1►.....v.,�.....0i�%�� L�v UPON COLOR COPIES. IF THIS TEXT DOES . 11 �^�;l;l;llll.!, I I I NOT APPEAR IN COLOR, THIS IS NOT AN 1 ' ��• REMOVE TREE (TYP) i����i�i�ic������������'��� REMOVE LIGHT POLE I I I ORIGINAL PLAN SET AND MAY RESULT IN2 ..l...............11..lA,.11lllCl....11.�?.11�,.11l.... I I MISINTERPRETATION. N. < /, 1: ^ - I* I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J / I .........................HC....��������►�������� A I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ��j� • ►�� ����1C����������; I I I SUPERVISION AND THAT I AM A DULY LICENSED W 1 I '••••••••••••••••••••••�1•••••J••••••1 •••••••� I I EX STMMH PROFESSIONAL ENGINEER UNDER THE LAWS OF THE .l..11lllllllllllllll..11l.,011lll.Cllllllf•.!.!.!.!.!.!.!� I R=949.64 STATE OF MINNESOTA. Ce 'f, .........................�....� 1....�....... 1945.64(N) RYAN J. ANDERSON / !!!!!!!!�!ll��!!!!!!!!!ll��!!!!!!llllllll1►,.11��►�.�.11l.�.l.� 1=945.56(S) I .11lll..11lllllllllllllv`.l..11llO�.11lllLrl�►!.!.!.!.!.!.!.!t c t •••..•.••••...• •• .•••�+•..•.�.••�••.•.•• EX EX MH EX STM MH _e:1== OM I I DATE XX/XX/21 LIC. NO. 55938 �iiiiiiiiiiiiiiiiiiii�iiiiii1iiiii'.+iiiiii �i R=949.60 R=949.60 EXISTING BUILDING ������� 1=946.50 1=945.45(N) I- THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, Z ��.....................��.... ..0 ..... ��.�.���, � F F E = 950.20 y_ •�Ij� �������;A�����:�� 1 INC. AND MAY NOT BE USED, COPIED OR DUPLICATED 0 / '�����������������������, SAWCUT TO REMOVE ��..jjj.�.jJ�..j.�.�.jjjjjj►�.j • I 1 .♦♦♦♦♦.♦♦♦♦♦.♦ ♦♦♦,♦♦♦♦♦`+♦♦♦♦♦♦♦♦.. , WITHOUT PRIOR WRITTEN CONSENT. 1 ►������������ CONCRETE PAVEMENT ..p......A�►.....0 ; 41\J= ��........���•.................�.�.�.���.�.�.�.�.���.�.�.�.����. I / i I PROJECT ;/ 1 lo :;; ^ �; BULKHEAD STORM SEWER AND PROTECT I / /;;�;�.•..•..•...•.�,► / 0 i/N I b - . v / / p / I II U HAU L #1 I y `• • 0. •ik- � I / Ce� ; � I / / 10 ...................t.....�.�t►�.�.�.�.�.�.J.�.�.��o ', REMOVE LIGHT POLE , I / / 1 II V-BOX 1�����ll���llll���llllllllllllllll�C�l���l�l�l�l�l�l�`��l�l...... 1 /- ; I- \, , � I �� . (0Z �............ i ...� .. � ........�.....11�A ....... II # APPLE VALLEY 1 110, M I N N E S 0 TA 0. �,.i � � I REVISION SCHEDULE �.♦ I DATE DESCRIPTION BY 0 I / * � 4G4 II Ce �� ir:�i� 1 _.*--- � -ttatt �ttUt�t��►�i�i�i�i�i�i�i� 1 c. ...........�.� ' REMOVE RETAINING .�.�.�.�.�.�.�.�.�.�.�. I I 0 i•.•.•.•.•.•.•.•.•.•.•.•.•.•.`► WALLS AND GATE v T I I...............✓�✓'�►....................♦ - I EXISTING WATER SERVICE 0.). __ 1 REMOVE STORM SEWER ������� + PROTECT STORM SEWER �.�.�.�.�.� //� I I ���������*�s ������� I BUILDING SETBACK TYP I I ' ` I I PROJECT No. 21-25154 1 ( ) I vFILE NAME 25154 C2 EXISTING O I I DRAWN BY LCHREMOVECATCH BASIN I IH II EXMH DESIGNED BY LCH 0I I I R=949.44/ 11 / OTECT LIGHT POLES ��4�_, , _ ,l. 4,______ _✓,�1 _ll_ l ,,, ,�44 al_ II 4 ,). -41 - - - - - - + - - - - - - 1=94266(W) REVIEWED BY RJA - - - II 1 II - - II 1=941.43(N) ORIGINAL ISSUE DATE --/--/-- ♦�r{► ♦�,�����♦ �.��� , - >� 1 I 1=941.43(S) - ;��I - 1 v CLIENT PROJECT NO. - Ce r�- X. 1 EX CB EX CB >> - - < - > _ 1 T/C=949.23 EX SAN MH _ T/C=948.20 _ >> -- _ > - - >1- - ji 1=944.49(W) R=948.79EX SAN MH� / > - - 1=926.03(W)121'RCP 1=943.87(N) TITLE R=950.08 ,-Drainage&UtilityEasement > - - - - > - 1=944.49(E) 1=926.03(E)12"RCP 1=943.82(W) 1I=92 .52(W)12"RCP EX CBEX CB - > - - - - - - I > 1=943.67(E) > > > > - - - > > - - - - > I > - - - - > - - - - > EX CB 1=9 6.52(E)12"RCP / T/C=948.28 T/C=949.33 REMOVE CATCH BASIN AS NECESSARY i 1 AT/C=948.20 1=944.76(NW) 1=944.67(W) 1=943.09(W) �' 1=944.76(E) 1=944.62(E) FOR SANITARY SERVICE INSTALLATION 1=943.09(E) 1/ PROTECT SANITARY STUB I v I EXISTING SITE & A \ - 1 1 I © 2 1 I REMOVALS PLAN _ I I m EXISTING SANITARY SERVICE I I J N - - I - k N _ _ _ _1 S1 ST_ TREE_ T WEST _ i W 6' \ - - I(64FootRightofWay) I I .0 - 20 40 SHEET Ce Q \ / I O I a- N 1- \ I SCALE IN FEET C2- 1O o N a N I 1 . I I I I I L - I I k _ . . I m (75 Foot Right of Way) / O -- 75'Higo. 58i2sement PAVEMENT LEGEND Z 1 � , (Doc No. 581296, Item 10 Schedule B) (I) / I C i/ I SYMBOL DESCRIPTION Q i W i Cb cf) , CONCRETE PAVEMENT / co0 a / PROPERTY LINE (TYP) HEAVY DUTY CONCRETE PAVEMENT i i i i ,-Limited Access Dedicatio, REVERSE PITCH CONCRETE I 0 \\ 1 \---- / LOT LINE (TYP) CURB AND GUTTER ,-Drainage 8 Utility Easement -/ / z 1 0 B612 CURB&GUTTER(TYP) IMPERVIOUS SETBACK(TYP) 0 < .1. .1. \i. 1 .1. .lam, ,IF, i& J.-- , a` `� �_� \ \ \ \ \ \ \ �� (..) \ \ \ \ \ \ \ \ \ \ eig \ \ \ 1 IA 1 ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BAUER Ce mo_ - _ - \ 10.39'oi -*$ 1 +) 18 \ \ \ \ \ - - R3, - - \ \ - \ - \ - \ - \ - DESIGN BUILD 0 —< 11111 I R5' 1 I —' z.io0 0 u _H Au L-1 O I 0 1 - 6 108.3' Z iiiiiIiz=_ 1 NMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM >. < I CONCRETE PAVEMENT(TYP) \• >- y/jjjjjj, 1 Ce STRIPING (TYP) / �J • # NOTE: �`✓/ I Y,, - - - - - THE CLARITY OF THESE PLANS DEPEND Z UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN I - I ORIGINAL PLAN SET AND MAY RESULT IN2 TRANSITION PAVEMENT TO BE FLUSH WITH CURB �i I MISINTERPRETATION. I ,- 25.56' - - - - 1 — { - - - - - - - - - - - - - - - - - - - -- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR • • • • • • • • • • • • • • • • • • • • REPORT WAS PREPARED BY ME OR UNDER MY DIRECT I 40:40:40:440:44•�•�•�•�•�•�•�, SUPERVISION AND THAT I AM A DULY LICENSEDUJ 1 ••••••••••••••••••••••••••••••••••••••• . UNDER THEOF Ce STATE O F MINNESOTA. •• ••. , RYAN J. ANDERSON IIII •• •• 0 0•• ••♦,::::: CANOPYSTRUCTURE (SEEARCH) EXISTING BUILDING ®/ DATE XX/XX/21 _ u . NO. 55938 / 1- FFE = 950.20THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Z / I WTHONUDT PRO WRITTEN CON ENT.OR DUPLICATED O ••••• PROJECT •:•:• •�•�• II REMOVE AND PATCH PAVEMENT AS / �•�•� �•�•� I NECESSARY FOR CANOPY SUPPORTS •�•�• PROPOSED BUILDING •�•�• 0 ••••• 12,230 SQ. FT. ••••• / T1 =.=. FFE = 950.55 :=:=: / :❖: :❖: / U-HAUL \ ❖:• ❖:• I / Ce i •:•:. •• ❖:♦► / I U-BOX ❖:• I ///t ••••• lJJJ � � � • 1I•❖:•• • ° • - - ° Z •❖• �•�•� APPLE VALLEY MINNESOTA ••••• •••••• 0 I ❖•• ❖ •• REVISION SCHEDULE ••••• ••••54 DATE DESCRIPTION BY (jo) IiiIiiJIiiJ!.IIJIJ ••••••• LOADIN• • • •:❖:.# (SEE STRUCTURAL)11/ 25.56' m•dd•a • • • • • • • Ce I 0 .�.• RETAINING WALL — SCREENING WALL (SEE STRUCTURAL) 1Um (SEE ARCH N © I ) �, .;•• 1 as '00 24.25' 25.65' # PROJECT NO. 21-25154 FILE NAME 25154 C3 SITE 0 I;R7'/ I R5 R3 1BUILDINGSETBACK(TYP) R2' ' I DRAWN BY LCH ZN \t_x — + + I i DESIGNED BY LCH 3'CURBTAPER — + ' - - - - 1 - - - - - - - - - + 0 REVIEWED BY RJA Z SCREENING FENCE (SEE ARCH) 11 I I R5' ORIGINAL ISSUE DATE / / >m —# 7 # —� CLIENT PROJECT NO. - O I I Y * Ce Drainage&Utility Easement -1 N TITLE4 g 1 1 z Q SITE PLAN 2 J , . ,, 4,, _ _ _ _ _ _ 151 ST STREET WEST _ _ _ _ _ W N 0 20 40 SHEET (64 Foot Right of Way) — M M Ce ,_ w 0 0 • •AL•IN FEET C3- 1 0 O. 0 I- 0 J d I I I I I l I I m (75 Foot Right of Way) 75'HighwayEasement - STORM DRAIN STRUCTURE SCHEDULE Z Ex=9 EX CB /' (Doc No. 589296, Item 90 Schedule B) -C T/C=953.29 CB /1=949.06(N) 1=949.06(S) T/C=954.8115(N) / STRUCTURE STRUCTURE STRUCTURE STRUCTURE PAY HEIGHT *TOP OF CASTING INVERT Q SUMP=949.25 , CASTING �, / NO. TYPE SIZE (IN) MATERIAL (LN FT) ELEVATION ELEVATION i/ ST-1 CATCH BASIN(TYPE 1) 36 x 24 RC NEENAH R-1878-B7G 1.67 946.49 944.82 / - - -- - OE OE OE OE OE - - - -5- OE - -f - - - OE OE OE OE OE OE OE - - - 1- OE OE OE ST-1A CATCH BASIN(TYPE 1) 36 x 24 RC NEENAH R-3067-VB 4.74 949.36 944.62 Ci V) U I / n1 O I I / ST-2 MnDOT 4020 48 0 RC NEENAH R-2502 3.95 949.43 945.48 / ___:i_____1„ EX ST MH R=949.73 ST-2A MnDOT 4020 48 0 RC NEENAH R 2502 5.58 949.45 943.87 1=944.63)W 1=943.83(W) EX P-2B EX STM MH T =943.83(E) ST-2B MnDOT 4020 48 0 RC NEENAH R 1733"STORM SEWER"IN COVER 6.27 950.08 943.81 IX R=950.88 - - » » » - - >> » » » » » » - 1=945.18(SW) ,-Limited Access Dedication ST-2B 1=944.70(N) / / ST-3 MnDOT 4020 48 0 RC NEENAH R-2502 3.54 949.49 945.96 R=950.08 1=saa.7o(E) �7 I � 1=945.60 (12") EX P 2B / 7 - _ l� - - - - ik- ST-4 MnDOT 4020 48 0 RC NEENAH R-2502 3.25 949.63 946.38 (0 1=943.81 (12") MANIFOLD ^ c ST-5 NYLOPLAST DRAIN BASIN 8 0 PVC NYLOPLAST 0899CGS 3.22 949.46 946.24 // CONNECT TO EXISTING STORM SEWER I /,-Drainage 8 Utility Easement -/ Z 12" HDPE MANIFOLD (TYP) -_ ____ ,7' _ I- 1 ST-5A MnDOT 4020 480 RC NEENAH R-3067-VB 6.08 949.95 943.87 / 3n 3n 3n 3n 3n 3n 3n 3n 3n 3n *TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS=TOP BACK OF CURB BOX,NOT GUTTER ELEVATION Q I E - / �-(. COORDINATE TO CONNECT TO EXISTING TRANSFORMER V 0 •7, , \ \ \ \ \ \ V STORM DRAIN PIPE SCHEDULE At, \ v v\ vI vv v v v I �� i. III �1� �l \ I A\ \\ \ I PIPE DRAIN INLET DRAIN OUTLET PIPE MATERIAL PIPE PIPE PIPE �$ •� m \ $ I - - - - \ - - I NO. FROM ELEVATION TO ELEVATION SIZE (IN) CLASS GRADE LENGTH (FT) I I DESIGN BUILD Q BAUER Et -< I �_ I UNDERGROUND STORM SYSTEM I I P 1 sT 1 944.82 ST 1A 944.62 8 PVC SCH 40 0.25% 80 - illII I I I 70 ADS STORMTECH MC-3500 CHAMBERS A V V STM REX 9493 P 2 ST 2 945.43 ST-2A 945.12 12 RCP CLV 0.50% 63 .I BOTTOM =942.95 EX CB �1942.52 LL T/C=949.21 1=942.52 P-3 ST-3 945.96 ST-2 945.63 12 RCP CLV 0.50% 65 (- , I I I I I 100-YEAR HWL= 948.34 1=945.25(E) r� , %/J/ ��j/// /.. . j % j ► �1 I - rF I j/j j = EX STM MH P-4 ST-4 946.38 ST-3 946.16 12 RCP CLV 0.50% 45 / / ��I� �`/� m TOP =948.45 7-IER)9S4753AH 1=945.93(N) �R=949.56 f ST-2A " I=945.93(S) 1=946.57(S) I 0 - c R=949.45 a T 0 I P-5 ST-5 946.24 ST-5A 945.90 10 HDPE TYPE S 0.66% 52 U +IST-5A) 1=945.12 (12") P-2 I 1 v ALI 11 z T/C=949.95 ISOLATOR ROW(TYP) 1=943.87 (24") E INLET I 1=945.90 (10") P-5 N 1=945.90 (12") E MANIFOLD - - - - 1 -1 1=943.87 ( ")W INLET N. UTILITY LEGEND 1=945.90< * (1212 )W MANIFOLD I II >" I P-2 63'x12" 0.50% EXISTING PROPOSED Ce A l P-5 52'x10" @ 0.66% @ I V V n I I - - - - I I - - » - - STORM DRAIN 141_ v 1 # 1 - NOTE: 1 , m n I - > - - SANITARY SEWER > THE CLARITY OF THESE PLANS DEPEND Z 1 G� UPON COLOR COPIES. IF THIS TEXT DOES i - - II> - - SANITARY SEWER FORCEMAIN <II NOT APPEAR IN COLOR, THIS IS NOT AN ® ; 1 - ,�, I I u ORIGINAL PLAN SET AND MAY RESULT IN 2 R=949.46 i I 1 - - I - - WATER MAIN I 1=946.44 (10") P-6 LI -- -(ST-2) I I 1 MISINTERPRETATION. 1=946.24 (10") P-5 1 R=949.43 / I u _ - - - I - - G - - GAS - G ^ I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J - •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�• 1=945.63 (12")P-3 1 A REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ••••••••••••••••••••••••••••••••••••••• I I - - OE - - OVERHEAD ELECTRIC -OE SUPERVISION AND THAT I AM A DULY LICENSED W •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�• n 1=945.43 (12")P-2 I - - - - - PROFESSIONAL ENGINEER UNDER THE LAWS OF THE =•=•=•••••••••••••••••••••=•=•=•=•=•=•= A u EX STM MH1= - � ••••• ••••• R 949.644 N) - UE - UNDERGROUND ELECTRIC -UE STATE OF MINNESOTA. Ce 1 1=945.56(S) RYAN J. ANDERSON A •:�:• �.... A I i - - UT - - UNDERGROUND TELEPHONE UT CL •�•�• .....•�•�•~ �P-3 65'x12" @ 0.50% 1 1 - - UTV - - UNDERGROUND TV - ••••• ••••• A EX STM MH I -'r 1 DATE XX/XX/21 _ LIC. NO. 55938 ••• ••• R=949.60 EXISTING BUILDING / Z ••••• ••••• 1=945.45(N) I - - OHL - - OVERHEAD UTILITY 1 4, •••jIj - - - FFE�= 950.20 / THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, P-6142'x10" 1.00% • • / - INC. AND MAY NOT BE USED, COPIED OR DUPLICATED • @ v / I 1 1 - UTL - - UNDERGROUND UTILITY WITHOUT PRIOR WRITTEN CONSENT. Q lit!!! CONNECT CANOPY DRAIN TO STORM SEWER-� i u / 1 I - - FBO - - FIBER OPTIC PROJECT I / I •••••• AT ® I / I NOTE: (1)n I �•�•� PROPOSED BUILDING �•�•� I R=949.49 1 / CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. •�•�• 12,230 SQ. FT. •�•�• I 1=946.16 (12") P-4 1 / ••••• FFE = 950.55 ••••• °*00 v 1=945.96 (12") P-3 vV / *00 *00 I , I U-HAUL ••••• ••••• I / I Ce �•�•� �•:•��+ P-4 45'x12"@ 0.50% I / ' II U-BOX ••••• ••••• I 1 / •�•�• •�•�• I ���� 1 //// ® Nv I SS. SS. v ST-4 v I I 11 CO 1 II Z ••••• ••••• 1 R=949.63 / u % ••••• :•:•: _��� -1 1=946.38 (12") P-4 ••••• ••••• I # I ,i/ •:•:• ••••• 1 1 APPLE VALLEY MINNESOTA Q 1 *00 *00 I I REVISION SCHEDULE • / 1 I _ DATE DESCRIPTION BY (i) �����•••••••••••••••••••••••••••••�•�•�I � v / - - - - - - 1 / I Ce i I, • • • • •.• •.•.•.•.•.• II 1 I I •��0 61 ID I 11-- 1 1 I I , 1 0 ILL ••♦♦ 4.49 u WATER SERVICE LOCATION TO I v 1=944.82 (8") P-1 u I ( I © 1 1 'It ���� 6"SANITARY SERVICE @ 2% MINIMUM. BE CONFIRMED WITH CITY) I I - CONNECT TO EXISTING SERVICE STUB. I I I I LI/ PROJECT NO. 21-25154 / 1 I 1 % u FILE NAME 25154 C3 SITE O P-1 80'x8"@ 0.25%----' EX P-1A vI I 1 I I DRAWN BY LCH \i-x x �x= I I u I i I EX MH * 0DESIGNED BY LCH -' - - I - - - - - - - - - - - - - - I R=949.44 I 1 1=sa2ss(w) REVIEWED BY RJA I� I 1=942.43(E) 1=941.43(N) ORIGINAL ISSUE DATE --/--/-- 6 , 1 _ '�i J- - » I- - - - » » » » 1 _ - 6 ,,, I 1 I 1=941.43(S) Z ' ` ' , - » - #B t V - _ CLIENT PROJECT NO. - - > - - - 4 0 > - - - > ST-1 A EX CB < - - Ce EX SAN M T/CEX=948.20 - >> - - » T/C=949.23 R=948.79 - » - _ _ >> - - J > - - - - - > - - - 1=944.49(W) 1=926.03(W)121'RCP 1=943.87(N) 1=943.67(W) - - - I1 TITLE EX SAN MH ,-Drainage&Utility Easement -TIC=949.36 - > - - - - - > 1=944.49(E) 1=926.03(E)12"RCP R=950.08 // 1-944.62 (8") P-1 > - - - - - > - - - - I > 1=943.67(E) > > > > > > - > > > > - 1=926.52(W)12"RCP - EX CB 1=926.52(E)12"RCP ; 1=944.62 (12")EX P-1A CONNECT TO EXISTING STORM T/C=948.20 Z I 1=943.09(W) I SEWER TO STRUCTURE - 1=943.09(E) 1 I u V UTILITY PLAN I © 2 1 I I I J N x _ _ 1 _ 1 S1 ST TRE'_'T WEST i W a, - - - - - - - - - - I 0 20 40 SHEET 0 I I(64 Foot Right ofWay) I I . - I:e • • • a- /\ I I SCALE IN FEET C 3 2 0C I- o i - N I 1 I I I I I - l I I I m (75 Foot Right of Way) // / I i I -- 75'HighwayEasement GRADING LEGEND Z �! /,' (Dec No. 581296, Item 10 Schedule B) (`11 / � Q101 EXISTING CONTOUR(MINOR INTERVAL) y I / / c� f I �/ ______ \ 100 EXISTING CONTOUR(MAJOR INTERVAL) v — — OE — r OE OE OE �3 GE — —F — — — OE OE — OE OE OE OE OE - - j- OE OE OE OE_ - -N C M) / I - —4 101 PROPOSED CONTOUR(MINOR INTERVAL) __ — � — — — __ _ — _ — _ ___ . / IX / r� / ��� LimitedAccess Dedications — _ 100 PROPOSED CONTOUR(MAJOR INTERVAL) I- 951— \ 1 / / I \ �' �-> > I —Z — — _ _ _ _ _ I \_____\ �_ iL \ � / — -4f _ ' \ �� PROPOSED SPOT ELEVATION (0 I43N Oraina ase ent _---- ____- --____ Z _ -ice7 1 ) 1 }+� PROPOSED TOP BACK OF CURB SPOT ELEVATION ° , \ e.,,, i§. r oo ' Q I V/ ' 1 L0,9 I � \ \ \ \ \ n \ v -X.x% SURFACE GRADE/DIRECTION V o # # # , -- _ ` 950 I rA ����! \ \� \ \ \ \n \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ N J 1II I KME&MAIMMILWILv*\ ti� \ �\ \\ I \ \\ \ i \ \ \ \ \ \ \ \ \ I ho ,� , \ \ \ \ \ \ \ \ BALJER Et 8 950- NIMAIra, r, Ill �� : �� ��P��� \\ \� I \\ -- _ I GENERAL GRADING NOTES 50 oho tih �� I / \ I DESIGN BUILD Q — 40 oMIEME= °'o oho I I PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD — n I DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN,GRADE U. eQ99 MI boh IMNIIM I A I \ —,� AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. �� �AG < \ 0____,..-- � / O Q o oa \ / I O t\;-n E s. >mz U +I AU L] _____ z -4 II a\ 0 { , , _ \ — \ 1 I \ liv ce I � I a / I oo ' I v # 1 f NOTE: obo n 1 \ THE CLARITY OF THESE PLANS DEPEND Z „ ^ I UPON COLOR COPIES. IF THIS TEXT DOES r obo°� obo��o� i I II NOT APPEAR IN COLOR, THIS IS NOT AN �P I u ORIGINAL PLAN SET AND MAY RESULT IN 2 1 6, ohohh ohohhhohh oho,N I 1 1 r MISINTERPRETATION. V JJ ���- =' - - - - - - - - - - - - - - - - - - I v � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR _ i••••••••••••••••••••••••••••••••••••••• n • • • • • • • • • • • • • • • • • • • n 1 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT V 444444444444444444, so 1 I I SUPERVISEA AND THAT I AM A D U LY LEICENSED UJ • • • • • • • • • • • • • • • • • • • • A I PROFESSIL ENGINEERA UNDER THE LAWS O F T H E I:e •••••• • • • • • • • • • •••••••••••••• A I 1 STATE F N ESOTA. •�•�• •�•�•� I\ RYAN J. AN DE RSO N • •• •• •••• / 1 • • • h�, , I /•• • •• ho. i_A ••••• •••••• ,,s,/ 707 •••S ••= o� � ' n 1 I / I - •••••� ••• 1 o n EXISTING BUILDING I DATE XX/XX/21 Llc. NO. 55938 �•�•� \ �•�•ta�� - - — FFE = 950.20 / THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Z 1119: INC. AND MAY NOT BE USED, COPIED OR DUPLICATED Mg u I / WITHOUT PRIOR WRITTEN CONSENT. Q •==== ••1•1 ,oho \ir. obi�� I I PROJECT • • • • •000 4 P 1 h ���� PROPOSED B U I LD I G •�•�•�� \ I I 1 U " =�=�= / 12,230 SQ. FT. ••�•�• 1 I ••••• F •E = 950.55 ••••• v v oQ ••••• / ••••• n I / II ti� AIu-HAUL L \ I • • • • by / ►9\ ••••• • •••••4 obo ob°'•(o� 1 I I Ce =•=•= Aso �••����; �P I II V B OX ••••• •••�, , ' I I \ /// v CO 00. ••••• / ••• P ° P _ � z i :::::�•�•A �•�•� I I \ APPLE VALLEY MINNESOTA Q o° / , ••••• •••••� o<,,h I I t \ I REVISION SCHEDULE • • • • ohi / 0 •••_ •_•_ 0_ ._ •_ • •_ •_ •_ •_ •_ •_ •_ •_ •_ •_ •_ ••_ ,• I�`' - DATE DESCRIPTION BY ••• •••••••ram•••••••••••••••••••••••••• hh yh •• • • #0000000000.• • • • • • • • • • • • o oh ( J * 0 -- 1 C : • No v — I I I I I I I v Um .,A ll _ _ 1— I ♦••, oho- 1,, \ oboe obooti °o I `� ft „...-- , PROJECT NO. 21-25154 06, I FILE NAME 25154 C4 GRADING g 9Q b� 949 -rt 1 I I I 1 1 1 0 \I` , 1 \I \ yI DRAWN BY LCH s�ql�Q \ ohO�O � I ohs/0 9�9�5 v 1\ 9p9 9A9,��,"9 0°�77J�P��.�. ('1 /I I I V ''9Tc AS 9\QB,� ob�1� .- I r — �'9� 0� �% I 1 6, ti 1�� DESIGNED BY LCH Z x x�h x x— \ cy I � oh° o� o�� �i ��a I 1 oho I I l RJA o;, \ %booN� oA 9s, \ Ob���V� ob 100� I REVIEWED BY 950 � ORIGINAL ISSUE DATE --/--/-- o� y 00 �� 948 ��R' - �P� - >p - - f>> - - - i �;� I I '� - -� bo 9 �Q II >m �oD Ce �P�O -951 --# z -949 � o. 19y�9�� //\9,,, ---�- I — - » _ - -?/ - >5= - 00h A9��yo \ v - < - - CLIENT PROJECT NO. - - - > - - - V - - - - > - - - I \ cy - — - >> - - - - - >> - �� 9s Drainage&Utility Easement \ - / ( 1 ` 4 / >/ - - - � > �951 - > L z - - - l - -1-\> - - - > > > - - - - > — - - > N- - - - > - - -I— �> - - - - > — - - - > — TITLE /-/- - ) 95o / V — __ _ I V I 8 c n I — — — — I - I v GRADING PLAN 2 I I I 1 I I I _ I J N , -v, _6,-9 N _ _ _ I_ _ _ _ _ 151 ST_ TREE_ T WEST _ _ _ _ _ i W I 64 Foot Ri htofWa I I 0 20 40 SHEET \\ I I( g yl I _ _ Ce I I 6 I Om i< .\ I I O SCALE IN FEET C4 10 o N I — . I I I I I I I I m (75 Foot Right of Way) / 1 g, / EX CB 75HighwayEasement PLANT SCHEDULE Z IT/C=953.29 EX CB �' (Dec No.581296,Item 10 Schedule B) -,. U% 1=949.06(N) T/C=954.81 / 1=949.06(S) 1=951.15(N) / O SUMP=949.25 i - r / EVERGREEN TREES CODE QTY BOTANICAL/COMMON NAME SIZE ROOT 0 / _011V 44i'4`_ � .'; I 3 OE - - - - OE OE OE - - - 3 OE - - - - OE - - - OE 9OE OE OE OE OE - - - OE OE OE \ O _ s �A AB 5 ABIES BALSAMEA 8 HT MIN B & B 953 o I 54 / y���4M%NMt���� BALSAM FIR 0 _ ��i 953- - _ 952- - t -952 * 1 - _ Ex suvu l _ �_% + - 951-/ =9449.73 S) ____ - AV �g5 / \ 951- / 1=943.83( LE 3 LARIX DECIDUA 8 HT MIN B & B / EX STM MH -- I-943.83(E) -_ �- - - - I \ R=950.88 - » » » - - - �> » » >> » » » - - EUROPEAN LARCH Limited Access-Dedication _ IX I 951- 944.70 N) :*- - - l * _/--- --______ - 7 PC 2 PICEA PUNGENS 8 HT MIN B & B (0 W W W W W W W / W W W W W W (3) GA' 4 W W W W I " /'� - ti��l COLORADO SPRUCE y ,,,\_-- 4, 4, 4, 4, �� y �+b __ \/ I ,-Drainage ase e�z n Z w ✓ w ✓ �, YIV 4,�'k'* W �I.M'WY 44j V1YIY 44 w-.95� '' v w w W J I- �/ �� 1 �wA W � + i sa __ / 1 �' g49 OVERSTORY TREES CODE QTY BOTANICAL/COMMON NAME SIZE ROOT .I. 11 ) '���L • •� wg .i, c�. �. w w 1 .i. I 0 IF Iv `"°1 k���I'�jF .. �, i 950 4' w w v ii .v .v� I1 _IN _ �� , J V y y I ` 0 �w �1\ v° ��� \ \ \ \ ^ \ \ \ \ \ \ \ \ \ \ \ • �` 1 Iff a\ \ �``�� \ \\ \ \ \ \ \ \ \ �� \ \ \ \ \ \ \ \ g5o/ GA 6 GINKGO BILOBA'AUTUMN GOLD'TM 3"CAL B & B , v 2 `A. \ �\ \ I \ \ \ \ \ \ \ \ \ \ \ AUTUMN GOLD MAIDENHAIR TREE W : 'c\ \ \ \� \ 1 \ \� B A U E (2) LE- - - 950- �'" ✓� _ \ - A- \ �Ig49= _� \ \ - \ - \ - \ - \ - - 949 1 DESIGN BUILD 0 00* 1 L EUm (10) RG I 1 DECIDUOUS SHRUBS CODE QTY BOTANICAL/COMMON NAME SIZE ROOT �11/► -950- EX CB �� • * RG 10 RHOS AROMATICA'GRO-LOW' 5 GAL CONT S \ 9452/C=95(E) ��{{, GRO-LOW FRAGRANT SUMAC (2) PC I EX STM MH / / 'rc` _ R=949.53 EX STM MH 1 f 1=945.93(N) R=949.56 1 O I=945.93(S) V^III"` 1=946.57(S) o o \ / f, U -MALI L] O W y 1\ i ,z ,_,1 o t / (I/l / 11 ✓ GRASSES CODE QTY BOTANICAL/COMMON NAME SIZE ROOT ______ °`'° / �E _ _,,o,,,, �,,,I�,. AG 148 ANDROPOGON GERARDII 2 GAL CONT i -"-\ \ BIG BLUESTEM < / I ji 4: \ ,c6''' \ I >- / 1 \ EV 154 ELYMUS VIRGINICUS 2 GAL CONT Ce I 0 I ! +I C - - - - Al VIRGINIA WILD RYE I I y1 * 1 v I # NOTE: l '' n I THE CLARITY OF THESE PLANS DEPEND Z { °�° 0 PA 52 PYCNANTHEMUM ALBESCENS 2 GAL CONT UPON COLOR COPIES. IF THIS TEXT DOES Z MOUNTAIN MINT 4� NOT APPEAR IN COLOR, THIS IS NOT AN !��� t� (1) LE i 1 ORIGINAL PLAN SET AND MAY RESULT IN2 14,.., I MISINTERPRETATION. o`\ (r� IN 7 v _ MULCH QTY DESCRIPTION J j 3+ 1 I� I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR J { I E k0„ ......................................... n I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT / Ce hJ I ' •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•��� I I I - - _ \\\\\ SUPERVISION AND THAT I AM A D U LY LICENSED W Nt0 • •• •• •• ••�•�•�•�•�•�•�•�•�•�•�•�•�•�• •� ` I EX STM MH \\\ � 3,653 SF 3" D IA CLEAN WASHED RIVER ROCK 6" DEPTH PROFESSIONAL ENGINEER U N D E R TH E LAWS OF THE i� I \\\\\\ STATE OF MINNESOTA. w Q� ----- - - - - -----. I =949.64 IR-945 64(N) \�\\� �+� RYAN J. ANDERSON 0, k : : 4+1 � I 1=945.56(S) OM •4?. III , ••••• •••••4 17 old 0Ai o; �•�•� �•�•�4 EX STM MH I SEEDING QTY DESCRIPTION DATE XX/XX/21 Lb . NO. 55938 0. , •=•=•. 9so �•�•�� R=949.60 EXISTING BUILDING 777, 1=945.45(N) 7jo a ����� - - FFE = 950.20 / THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, 00 ����0 j 1 i W W INC. AND MAY NOT BE USED, COPIED OR DUPLICATED 7' •. , of �� . 11111 � � / / 5,866 SF MNDOT SEED MIXTURE 25-131 (TURF) WITHOUT PRIOR WRITTEN CONSENT. _ 0 4� •�••• • • v I v j j I - v.••• t 1 PROJECT off\�r. O���� ����� I I j / PROPOSED BUILDI G ••••• / / EDGING QTY DESCRIPTION 0 ��� � � � 12,230 SQ. FT. •�•�• v I 91 4 •�•�� ---FFE = 950.55 �e�e ° I v v / / ti // 340 LF BLACK POLY OR VINYL EDGING U HAU L 111 • • • • • • I 1 / / Ce ' / \ I- 1qv.%Ip • / \ �•�•�4�� I I / / 1 I U-BOX I _,t‘ e 6' • • I Nr (/) % 1!0' SS*i A ===== v [ v ==�=`• I ❑ I I / \ I \ Z 41' e I )1••••• SOSS �••••� APPLE VALLEY MINNESOTA 0 4) ••••• • •••••4 I REVISION SCHEDULE :1\I.:4000 (1 :44 \ �a •••••••1 _ / CITY OF APPLE VALLEY REQUIREMENTS \ • • • • • • • • • • • • • • � v• • • • ak • • � • • • • • • • • • • • • I� I DATE DESCRIPTION BY 0 / , •_ •_ •_ •_ •_ •_��••_••_••_••••_••••_••_••_••_••_••_••_a I I LANDSCAPE AREAS: 4 • • • • • 1� • • • • • • • • • • • • • t,, • • • • • • • • • • • • • • ••••••••• 1 I X FOR DEVELOPMENTS HAVING A CONSTRUCTION VALUE IN EXCESS OF$1,000,000 SHALL PROVIDE A PLANTING PLAN WITH THE MINIMUM COST OF Ce �� a E IA I / PLANTING MATERIAL BEING A PERCENTAGE OF BUILDING COST.FOR COMMERCIAL PROJECTS THE LANDSCAPING SHALL BE A MINIUM OF 2 z% 0 . I _T o, OF BUILDING COST. ►����� \\1 949 __ I I V i g49- --- - N • BUILDING SIZE=12,230 SF * .c _ = • APPROXIMATELY$1,210,000 X 0.025=($30,250)OF LANDSCAPING REQUIRED/12 TREES+354 GRASSES($10,000)PROVIDED 0i1 I - 04A, Ali I I I _I - I j� / I PARKING: PROJECT NO. 21 25154 ' ` I 949 -I- I I / fc / o� I I 1 1 LANDSCAPED ISLANDS SHALL BE PROVIDED IN PARKING LOTS CONTAINING MORE THAN 25 PARKING STALLS.TOTAL AREA OF ISLAND SHALL BE FILE NAME 25154 C5 PLANTING 0 AT LEAST 2%OF THE PARKING LOT AREA. �� Z` �� T A I I I I I I DRAWN BY AE � �-e� �._�� • \ I �1 6=' I & I Ci) 501 DESIGNED BY AE tom ` - =�:wll�laOt�v ..;` �i�_'-',es �'�^ • , �� , (148)AG��� 1'� 1I - - I 1 PARKING ISLANDS SHALL BE PLANTED WITH A MINIMUM 2 2 INCH CALIPER TREE AT THE RATE OF ONE TREE PER 150 SF OF ISLAND AREA.. �`It�.t ._ l�i�a�O ii4W �► . d:.�aYt•"�`44% 1i - - - - - - - + - I REVIEWED BY MRW o� • ` t``•fl�i �K �1:--•�Lr'4l�i�l �+ �r� �r '77�ir�1T�-=+•Mw'� Pil - - 0•„t...° tut... L! �r \�� ��►",�►���, , �•� �j vo 11 - , - - - �I - >, ` - I -94s 1- I - - I >m • 52 EXISTING STALLS/2 EXISTING LANDSCAPE ISLANDS(2 TREES) ORIGINAL ISSUE DATE / / f • PROPOSED PARKING LOT AREA 10 590 SF X 0.02=212 SF OF LANDSCAPE AREA REQUIRED/225 LANDSCAPE AREA PROVIDED 949 111 9Q9 ✓ -949 » - - - \ CLIENT PROJECT NO. - W W - ��" - - »� - - _ 1 8 ADDITIONAL PROPOSED STALLS/1 PROPOSED LANDSCAPE ISLANDCe - - - - - 4 V -�y_�!_\W W; W 4, y u- . * w * I * �- W / T CC949.23 \ EX SAN MH - T�C94$20 -949 - » - \�- I - - - » _ • �� �4- z--950- 1 ,, 4, 4, 4, 1=94 49(W) ^950- R=948.79 / =943.87(N) ' - >>i - - - - >> - • PARKING ISLAND TREES225/150=1 TREE REQUIRED(1 TREE PROVIDED) EX SAN MH 5� , - - - > - - - �- \ 1=926,3(W)121'RCP 1=943.82(W�- 950 N v w W \* /9' -Diaina &Utility 5aseivent W W v v v 1=9 4.49(E) R=950.08 / y > - - - - - > - > /1=926.03(�)12"1 RCMP .67(E) TITLE I=92 .52\(W,�12"RCP w w w w */ k- w�--� * w w w * * "/ - - - - - - - \ - >L > - - - > > > - - > - - > - 1=9 6.52(E)12"RCP �� 951 951- A, .A.:950 .v i w w w w w w .v _ w .v w .v _/ 949' i 950 1 T///C3-9 873 \ r-- 949 J * �Y �Y �Y ZS� � W W A. * �Y •Y .� / -950 -� \ Z a. ,, w �./� a, m -- .�, �. -\- / I \ - - - 949- 1= 43.09(E) Ark �__ 949 I , - _g48 SITE _ RESTORATION & I - - A2-948 _ _ I PLANTING PLAN ILc, I _ _ 111 N -�' _ _ _ _ I A_ _ _ _ _151 ST_ TREE_ T WEST _ _ _ _ - \ \ I 1(64FootRightofWay) I 0 _ 20 40 SHEET Ce Li \� I I I .�. . N I I SCALE IN FEET C5- 1O Cl. I- o \ - \ . I I I I I I NEVER CUT PRIMARY LEADER *NOTE.DO NOT PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS STAKE TREES AND BRANCHES IMMEDIATELY AFTER PLANTING GENERAL PLANTING NOTES 0 UNLESS INDICATED. ALL PRUNING CUTS CLEAN AT 90 DEGREES TIE NYLON STRAP AROUND TRUNK AS SHOWN 1. COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS . CONTRACTOR SHALL REPORT ANY 1/2"WIDE NYLON STRAPPING -COLOR TO BE DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO WORK. APPROVED BY LANDSCAPE ARCHITECT 2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" 3. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 0 TREES 8'+ TREES 6'-8' 4. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO OWNER. 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH STAKING DIAGRAM, - - (NATURAL COLOR) MOUNDED AT EDGE TO FORM A 5. LAWN AREAS SHALL HAVE 4" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. NO STAKING TREES SHALLOW SAUCER- DO NOT PLACE MULCH 6. REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. I:e UNDER 6' DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING 7. FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING AROUND CROWN. WHEN PLACED IN PLANTING BED LAYOUT AT TIME OF INSTALLATION. HARDWOOD STAKES USE PLANTING BED MULCH SPECIFIED (1) 2"X2"X8' LONG 8. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. INSTALL OUTSIDE CUT AND REMOVE AT MINIMUM THE TOP HALF OF 9. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. Z OF ROOTBALL AT 5' WIRE BASKETS, BURLAP AND/OR TWINE AND 10. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. MAX HT REMOVE FROM THE PLANTING PIT. AVOID CUTTING 11. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY O OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND OWNER. OR BROKEN DURING PLANTING SHOULD BE CUT FINISH GRADE CLEAN AT 90 DEGREES 12. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK(A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,WASHINGTON D.C. 0 LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. e..., til p '\, �, ,vv, . , ,,,,,;< BACKFILL PLANTING PIT PER TREE PLANTING 13. ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE \III I I E �= i� M 1 -i 1 SPECIFICATIONS WHEN PROVIDED OR WITH NATIVE III I- III REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. BAUER I'I�I I1=1I 1= I I � II =1I I-I 11=1 I I- SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED II III- 1111111111 14. PROVIDE 2" SHREDDED HARDWOOD MULCH (NATURAL COLOR) 3" DEPTH WITH PERMEABLE WEED BARRIER IN ALL PLANTING BEDS, PARKING ISLANDS, AND MOW STRIP AREAS. FOR TREES NOT LOCATED Q DEPTH OF =1 I_I I I_I I I- I_ -I 1111=111=111- TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL DESIGN BUILD I_I 111E I-III-I I1=1 IN PARKING ISLANDS, OR PLANTING BEDS, PROVIDE DOUBLE SHREDDED HARDWOOD MULCH RING (NATURAL COLOR)AT 3" DEPTH PER PLANTING DETAILS. ROOTBALL I III I y I_ I �1 11 I II I= EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE Um -III - DEPTH OF THE ROOTBALL MINUS 3"AND A MINIMUM 16. PROVIDE 3" RIVER ROCK MULCH AT 6" DEPTH WITH PERMEABLE WEED BARRIER IN ALL PLANTING BEDS, PARKING ISLANDS, AND MOW STRIP AREAS. FOR TREES NOT LOCATED IN PARKING ISLANDS, OR i III I1- I_ 1 =111=111=1 IIIIII1 i' PLANTING BEDS, PROVIDE DOUBLE SHREDDED HARDWOOD MULCH RING (NATURAL COLOR)AT 3" DEPTH PER PLANTING DETAILS. I1111 , r ;III-1' TWICE THE DIAMETER OF THE ROOTBALL 17. ALL TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED PER PLANS. - v' PLACE ROOTBALL ON UNDISTURBED SOIL AND ROOTBALL DIA ENSURE TRUNK OF TREES IS PLUMB f/ O 2X ROOTBALL DIAMEI AU Ll z ,................. DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0 Ce NOTE: THE CLARITY OF THESE PLANS DEPEND NEVER CUT PRIMARY LEADER UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN *NOTE-DO NOT PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS ORIGINAL PLAN SET AND MAY RESULT IN2 STAKE TREES i AND BRANCHES IMMEDIATELY AFTER PLANTING -ALL MISINTERPRETATION. UNLESS INDICATED. PRUNING CUTS CLEAN AT 90 DEGREES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR �jk p""-,- TIE NYLON STRAP AROUND TRUNK AS SHOWN REPORT WAS PREPARED BY ME OR UNDER MY DIRECT \ , ' 1/2"WIDE NYLON STRAPPING- COLOR TO BE SUPERVISION AND THAT I AM A DULY LICENSED �� �', �i PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CI= = APPROVED BY LANDSCAPE ARCHITECT STATE OF MINNESOTA. III a �'� , '� TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" RYAN J. ANDERSON Ce TREES 8'+ TREES 6'8' Via, -'\ s` el tl 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH Om MOUNDED AT EDGE TO FORM A SHALLOW SAUCER- STAKING DIAGRAM, kor 41414,;140!, - NO STAKING TREES �q it ` � g ,�_- DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, - LI Wit � � .� ,C V , _ ( 1 DATE XX/XX/21 LIC. NO. 55938 UNDER 6' �I ="� ted _As ,- IL LEAVE A MIN. 3" RING AROUND CROWN. WHEN -. ,-1 g 1, . �, a; 1,�a ;-'# -it THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, Z A O10 j �' ,, PLACED IN PLANTING BED USE PLANTING BED MULCH 1f j� INC. AND MAY NOT BE USED, COPIED OR DUPLICATED HARDWOOD STAKES , -- .&' - Sri WS iiK' SPECIFIED 2"X2"X8' LONG - -1�I r t z` l' `�S • WITHOUT PRIOR WRITTEN CONSENT. 0 � ,,, CUT AND REMOVE AT MINIMUM THE TOP HALF OF INSTALL OUTSIDE " p' it**' �� �� I�� 11 ; � as � � „���� lg��ar,,;�,i;i,�;' , n� a WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE PROJECT �� \ es 9tf .. a y 2ik *� r,l ei► OF ROOTBALL AT 5 6%7 , OOM " aw3�a�i � - ' ! �) ,e r�, ,� �,, �ta.���� ��,�� �r� �� FROM THE PLANTING PIT. AVOID CUTTING OR MAX HT -� t �s+�a� �'"°�'' �� ;,, ��_�-r ),r, SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR ,L it, Are o a r ; - itiff ; 0 1 --- BROKEN DURING PLANTING SHOULD BE CUT CLEAN 0 `° . .k',�,pj '' AT 90 DEGREES FINISH GRADE- �� , 'u `� BACKFILL PLANTING PIT PER TREE PLANTING U HAU L / 4m---'- p � '��� �r� SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE Ce I I E I -- =III 11 SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED U-BOX DEPTH OF E E IIIII I- -III111= TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL I ROOTBALL II II -"" 1 1=1 -111-1I I� -11 III-111� 1 EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE (10 III l,.i, ,� ;III - DEPTH OF THE ROOTBALL MINUS 3"AND A MINIMUM - /- TWICE THE DIAMETER OF THE ROOTBALL Z v ROOTBALL DIA -/ PLACE ROOTBALL ON UNDISTURBED SOIL AND APPLE VALLEY MINNESOTA O 2X ROOTBALL DIA ENSURE TRUNK OF TREES IS PLUMB REVISION SCHEDULE 0 CONIFER / EVERGREEN TREE PLANTING DETAIL DATE DESCRIPTION BY SCALE: 1" = 1'-0Ce 0 Lim LAWN OR GROUND COVER LANDSCAPE EDGING AND STAKING- BLACK Imm PROJECT NO. 21-25154 POLY OR VINYL EDGING O FINISH GRADE- FILE NAME 25154 C5 PLANTING DOUBLE SHREDDED HARDWOOD MULCH DRAWN BY AE (NATURAL COLOR)AT MIN 3" DEPTH OR 3" RIVER DESIGNED BY AE 11 i,11\ ,\H 1111\Y :a,h ii\ . , ,,,,e,TA, - ROCK MULCH AT 6" DEPTH (AS SHOWN ON REVIEWED BY MRW PLANS) ORIGINAL ISSUE DATE --/--/- >m - -PLANTING BED -SOIL PREPARATION PER PLANS CLIENT PROJECT NO. - 1-III-11HIH11-111E111-111-III-111E111E111E111E111E111E111E11HIH11' & NOTES Ce I-111-1 1-1 -111E111-11-111-I -111E111E111-111-111-11-111-I I I-I I- 111E111E111E111E111E111E111E111E111=111=111=111=111=111=111=111 L, III SUBGRADE- PER PLANS& NOTES 4 111=111=111=111=111=111=111=111=1 1=111=111E111E111E111E111E111=111_I I 1 TITLE11 1 1 III III 111E111E111E111E111E111EMEI H1=111=111E111E111E111=111_ 11=111 11111111111111111 1-111 111 111111111111 111 111 111-11 z 11 111E111E111E111E111E111-111 111 111E111E111-111-III 1 1 1 1 I-111 11-111E111E111E111-111-1 1 -1 1 1 1 1 1 111E111E111-111 1 1 1 1 1 1 11-1 11 11E111E111E11_111_11_111 III 111E111E111E111-111 1 I I-111 11-1 I—III—III-1 I_I I_I 1-111 111 IIIIIIIIIIII 11 111 11 IA 1 111 1 I I_111_I 11_111_111_111 III 111 111111111111I I I 111 11—III PLANTING NOTES 11111111111 III III III III III III T III III III III III III II 1-1 11-111E11n I FI I I-I I I-I I-I I-I 1 1 1 E11 -11 -I 11-I 1-I 1 ,11-I I I III III III III III-III-III 1 11 11 11 1 111-I 1 III11 & DETAILSiii J Lo LANDSCAPE EDGING DETAIL W SCALE: 1" = 1'-0 SHEETIX w C5-20 a J d 1 1 1 1 I l l _ . . - I I m (75 Foot Right of Way) 1 'ilI ) 0 0 Z LIGHT FIXTURE SCHEDULE I I O W 2 SYMBOL LABEL MANUFACTURER/SERIES DESCRIPTION LAMP MOUNTING HEIGHT LAMP LUMENS WATTS REMARKS to ■ MOUNT TO BOTTOM SIDE OF C LUMARK LIGHTING-CLCS40S CANOPY LIGHT LED 25'-0" 13572 90 CANOPY oZ 0,- O D LUMARK LIGHTING-XTOR2B DOOR WALL PACK LED 10'-0" 2103 18 MOUNT CENTERED ABOVE DOORWAY ________# 1 ________ +0.3 +0.3 +0.3 +0.3 +0.2 +0.2 i 0.0 0.0 0. 0.1 0.3 0.3 0.3 +0.2 +0.1 +0.1 +0.1 I W MCGRAW EDISON-GAW-SA1 B-T3 WALL PACK LED 25'-0" 6105 44 iCei + + + + + + + ,-Limited Access Dedication X EXISTING LIGHT POLE 0.0 0.1 0.1 0.3 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 / �/ Z MCGRAW EDISON-GLEON-SA3A-T4FT AREA LIGHT LED 25'-0" 14312 96 POLE MOUNTED.MATCH POLE - - - - ik_ - HEIGHT ON EXISTING FIXTURES. 0.1 0.1 0. 0.5 1.2 0.9 _ 0.8 0.7 �6 .6_ 0.5 �4 .3_L__ 0 2 0 1 1 0.L- 0 1 // (10 ,-Drainage&Utility Easement -' I Z 1--lb_L__1L.1 _/ 0.1 0.2 0.� 0.9 1.8 1.3 1.2 1 Q___0.8 0.6 0.5___Q�__�_3�_22___Q ]� 0 1 ° 1 O. 0.4 0. 1.3 2. 2. 1.6 1.1 0 8 0 6 0.5 0.4 0.3 0.2 0.2i 0.1 #0.1 # # # 0 1. . .1. .p 1. .1. . 1. . 1. .1 .1. ,1. ,1. 1. .1. .1. ,\ \� `� `� `� `� \ \ \ \ \ \ \ \ \ At, \ `� \ \ \ \ 0.2 0.5 1. � 2.4 .3 .2 .7 1 2 0 9 0.7 0.6 0. 0 � 0.3 `! 0.2 \0.1 0�.1 \ \ �,�p\� \ \ BAUER + + +44 + + + + + + + „+ � IX + \I QJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q 0.3 0. 1. 3 2.2 6 2.1 1.3 1.0 0.8 0.7 0.5 0.4 `� .2 0.1 �-O.1 \ \ \ \ \ DESIGN BUILD -< Z - 0.3 +0.6; l. 3.1 2.5 2.6 2.0 1.4 1.1 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.1 - - - - - � iaI 1,,, )--J diiiiii___ih + + + + + + + + + + + + + + + + 0.3 0.8 2.1 2.8 2.7 2.0 1.5 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 - - - - - - 0 0 ° ° O 0.2 0.3 0. + 7 3.0 2.5 2.2 1.7 1.3 1.1 0.0 0.7 0.� 0.4 0.3 0.2 0.2 ° 0 TYPE "C" LIGHT TYPE "D" LIGHT 1 i Z 0.2 0,,/3 0.4 1.7 3.1 2.3 2.1 1.8 1.4 1.1 0.9 0.7 0.5 0.4 0.L 0.3 0.211111111.1111111.1111111.111111111.111111111.11 7 „ /-_ >ml >- 0.3 0 44 0.n 7 2.8 2.6 2.0 1.6 1.3 1.0 0.9 0.7 0.5 0.5 0.5 0.4 0.3 II Ce I 1 I 0.3 0.5 1. 2.4 2.5 2.5 1.9 1.4 1.1 0.9 0.8 0.6 0.5 0.8 0.7 0.6 0.4E14:1C I ° X # NOTE: 0.2 + .6 1. .2 2.4 2.7 2.0 1.3 1.0 0.8 0.7 0.5 0.5 1.1 1.0 0.8 0.6 - THE CLARITY OF THESE PLANS DEPEND Z UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN 0.2 s i. 3.7 - 4.7 3.3 i.9 i.2 0.9 0.7 0.6 0.5 0.4 i.5 i.3 i.1 o.s ORIGINAL PLAN SET AND MAY RESULT IN 2 MISINTERPRETATION. + + + , D + + + + + + + + 0.2 0.4 0.� i 3 --- r 1.8 1.8 1.5 1.0 - - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR 44.:444.:44444444444.i.' 11 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT ••••••••••••••••••••••••••••••••••••••• O SUPERVISION AND THAT I AM A DULY LICENSED W 0.2 0�2 0. 1.1 f 2.6 2.5 1.8 1.2PROFESSIONAL ENGINEER UNDER THE LAWS OF THE •=•=•••••••••••••••••••••=•=•=•=•=•=•= W STATE O F MINNESOTA. + + + I + •m•m• Iiiii + + + +0.1 0.1 0.1 0.76.0 3.9 2.3 1.4 D 0 0 TYPE "W" LIGHT TYPE "Z" LIGHT 0 0.1 To.' 0. 0.4 ••••• ••••• 9.7 4.8 2.8 1.9 ••••• ••• DATE XX/XX/21 LIC. NO. 55938 •• ...S -r T� • • ••••• EXISTING BUILDING ////i + + + ••••• ••••• + - + FFE = 950.20 THIS DOCUMENT IS THE PROPERTY OF I &S GROUP, Chi 0.0 0. 0.2 ...S ••••• 04.4 4.4 3.7 2.71 INC. AND MAY NOT BE USED, COPIED OR DUPLICATED O 44. 44. WITHOUT PRIOR WRITTEN CONSENT. b •••••• ••••• / LIGHT POLE WELDED TO BASE PLATE (4)-3/4" DIA. x 1'-0" EMBED. F1554 GR.36 GALVANIZED • o.1 0.o o. o.l ••••• ••••• 4.2 5.1 4.9 3.5[ / W/3/16" FILLET WELDS ALL AROUND '' STEEL ANCHOR BOLTS W/3"STANDARD HOOK. PROJECT mom I+ + + 1 + 44. ••••• 44. ••••• + + C+ + I PROVIDE HEAVY HEX NUTS, WASHERS, LEVELING o.1 0.l 0.p o.o ••••• 11111 45 5.6 55 4.1 NUTS,AND NON-SHRINK GROUT. I PROPOSED BUILDING I / 0 I+ + + •�•�• 12,230 SQ. FT. •�•�• + + + + / 4"x 10"x 10" STEEL BASE PLATE o.l o.l o. o �•�•� FFE = 950.55 �=�=� 05.0 6.2 5.8 4.a I % + + + I I + + + + U-HAUL IXo.\ o.l 0.0 .0 S S• •m• 9.9 7.4 6.0 4.3I =11= Ill1_ ll=• • • • RT=1T=FH=q1= GRADETr 1L= _L'= u BOx ••••• ••••• D C1j 11_'r #�-��-�!_ - + ••••• ••••• + + + + ///� e +I J IIII I-Pt 0.2 0.2 0.1) o.o ••••• •••• 9.8 7.1 5.7 4.1 I IIII II ••••• ••••• II iiii II #4 TIES @ 3"O.C.ALONG LENGTH (f) • • • • • • =#==/T1===It= + + •�•�• •�•�• + - + + +, \\ 1"0 CONDUIT I! iiii II OF ANCHOR BOLT EMBEDMENT 0.2 0.3 0.13 0.0 • I • • •• • •• • 04.5 5.1 4.8 dd \ II IIII II _JAL m �•�•� �•�•� + + + _� IL APPLE VALLEY MINNESOTA 0 0.3 0.4 0.4 + . i ••••• ••••• 3.5 4.1 3.5 2.5 1 ••••• ••••• W °ti° NREVISION SCHEDULE + + + ••••• • • • • • • • • • • • • • • •••••�I ►+ + (4)-#6 VERT. W/#4 TIES @12" O.C. DATE DESCRIPTION BY 0 0.4 0.5 0.1) o. •=•=•=•=•=•=•=•=•=•=•=•=•=•=•=•=•=•=•=• 7 2.8 3.4 2.7 1.9 _ _ ••••••••••••••••••••••••••••••••••••••• Ce 0.4 0.5 0.k 0. e• DVddadddwi •1•2•1•1•1•1•2•1 2.8 2.8 2.3 1.64 = 16_ 7 0 + + + + + + .•.• + + + + + + + + + + 24"000NCRETE PIER FOOTING 0.5 0.7 1. 2.€ 6.6 4. ��.� 2.9 3.2 3.4 3.3 2.7 2.2 1.7 2.8 2.5 2.0 1.4 © =t tr= Um 0.5 0.8 1.13 P.O 2. 9 3.0 3.0 3.4 3.8 3.5 3.0 2.5 1.9 2.6 2.3 1.7 1.2 PROJECT NO. 21-25154 + + + + ** LIGHT POLE BASE INSTALLED AND PROVIDED BY ELECTRICAL CONTRACTOR O -b.5 0.9 1. 2. 2.5 3.1 3.3 3.6 3.9 3.6 3.3 2.9 2.4 2.6 2.0 1.4 1.0 � I 1 1 I I FILE NAME 25154 C6 PHOTOMETRIC le + + + + 1-3 1-3 1-3 + 1-' 1-- + + + + r 1ROUND DRAWN BY LCH Z.6 1 1 1.5 2. 2.5 .1 31. 1 .6 -6 3-52 2 4 1.8 1.3 I I DESIGNED BY LCH -x x x x x0- 1 6 LIGHT POLE BASE + +J/ REVIEWED BY RJA 0.6 1.1 1.19 2.5 2.7 3.0 3.4 4.0 4.2 4.0 3.5 X 3.0 2. 6 .4 1.9 1.3 0.7 NTS ORIGINAL ISSUE DATE --i--i- >m - ' ` X CLIENT PROJECT NO. - + + + + + + + + + + Ce 1+ + 0.2 0.3 0.40 0.8 1.7 2.5 2.3 1.5 1.2 1.7 12.5 2.5 1.5 0.8 0.7 0.5 C .3 N -Drainage&Utility Easement -� 1 ` TITLEelt lala + + + +�� + + + + 0 .l .1 0.2 0.5 0.8 1.2 1.0 0.7 0.6 0.8 1.1 1.1 0.7 0.4 0.2 0.2 1 g 1 1 0.1 0.1 .2 0.3 0.4 0.4 0.5 0.5 0.4 0.5 0.5 0.5 0.4 /0.3 0.2 0.1 0.1 PHOTOMETRIC + + le. + + + + + + + + + + + + + LI PLAN _ 2 0.0 0.1 0.1 2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 J cNi _ _ _ - _ _ _ 151 ST_ _STREE T WEST Lc, - - (64 Foot Right of Way) ai M M Ce - - - 0 20 40 SHEET a 0 C • •AL•IN FEET C6- 1 0 CL 0 I- 0 J d 1 1 1 1 FIRST FLOOR 100' -0" 1 A3-11 _____________________ EF-1 EF-2 EF-3 2 A3-11 _____________________ T.O. CANOPY 127' -3" BUILDING SIGNAGE EXISTING SELF-STORAGE 137' - 1" 144' - 7" 139' - 0" FIRST FLOOR 100' -0" 3 A3-11 _____________________ EF-6 EF-1 137' - 1" 144' - 4" 112' - 0" FIRST FLOOR 100' -0" 1 A3-11 _____________________ 2 A3-11 _____________________ 3 A3-21 _____________________ ? EF-2 EF-1 EF-2 EXISTING SELF-STORAGEEF-4 137' - 1"139' - 1" 144' - 7" FIRST FLOOR 100' -0" 3 A3-11 _____________________ EF-1 EF-2 EF-5 EF-1 EF-2 EF-5 EF-4 EF-4 EF-4 139' - 0" SOUTH EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS FINISH AREA FINISH AREA % 3587SF 2149 SF 168 SF 1274 SF 60 % 4 % 36% NORTH EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS GLAZING FINISH AREA FINISH AREA % 3,587 SF 1957 SF 24 SF 192 SF 1414 SF 55 % 1 % 39% 5 % EAST EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS FINISH AREA FINISH AREA % 5079 SF 4,013 SF 84 SF 982 SF 79 % ≤2 % 19 % WEST EXTERIOR FINISH MATERIAL METAL PANEL MASONRY FINISH AREA FINISH AREA % 4864 SF 3286 SF 1578 SF 68 % 32 %01/2"1"2"1/4"PROJECT NO. FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TITLE SHEET PROJECT REVIEWED BY THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE LIC. NO. DATE LIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/19/2021 10:04:53 AM A2-11 EXTERIOR ELEVATIONS 25154 Arch R20 Author Designer MM/DD/YY Checker APPLE VALLEY MINNESOTA 400 25154 A2-11 21-25154 U-BOX U-HAUL PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONA2-11 EXTERIOR ELEVATIONS 1" = 10'-0"1 NORTH ELEVATION 1" = 10'-0"3 WEST ELEVATION EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF-1 INSULATED METAL PANEL KINGSPAN 42" WIDE SANDSTONE AZTECO TEXTURE VERTICAL EF-2 FULL WYTHE MASONRY GLEN GREY MODULAR CLEAR BUFF VELOUR EF-3 GLAZING DARK BRONZE EF-5 METAL FLASHING FIRESTONE BONE WHITE EF-6 INSULATED METAL PANEL KINGSPAN 42" WIDE SANDSTONE MICRORIB TEXTURE VERTICAL REVISION SCHEDULE DATE DESCRIPTION BY 1" = 10'-0"2 SOUTH ELEVATION 1" = 10'-0"4 EAST ELEVATION dillt ► III e it N. • t , • - • , 1 I • 1 jj ... ,.. xi. to.C.* .. . .. 1. % e .1" 4.4;,;te. ..1b00•117 sl% artassitilifir- yYr per �i- `* s x`"' yr' •,a • •• ♦ 4 f'� .{. 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(Recommend waiving second reading) Adopt resolution approving a conditional use permit for exterior storage of rental vehicles and trailers at U-Haul Apple Valley located at 6895 151st St. W. Adopt resolution approving a site plan/building permit authorization for a 12,230 sq. ft. building addition at 6895 151st Apple elley St. W. 1 1/26/2022 Site Location H ST NI w 150TH ST W _...__ SSTH ST W-, -151111.1 ^I -'� 4 `r r �'' Project m ¢ i if «fir_ Site : 0 4r1/466 '."1—,-.€ ,. ,117- — , / ` • .ice! r.. ffBc1l 1 , • V :r 11 I 1ili _ -. - 9F AppValley sTw 9Fj�u�G7 _ F�4 �F33F�,7 4hF�1fsT Public Hearing Comments/Response Total building height Rezoning to PD-254 Zone 2 allows this site to be the only property within the PD within Zone 2 Should other parcels seek increased height a rezoning would be required Building lot coverage Improve stormwater retention on site Likely a decrease in traffic to the site with removal of exterior storage Façade improvements New elevations show increased façade coloration, banding, and materials. Screening has also been included for loading/unloading area Apple VIIey 2 1/26/2022 Site Plan _n_ _ _ ,___r_ _„, _____,__, , , ., .1_ _ -.__ _ ___ , ) I ,,,,,. ._ - __ - , _ _ III k.,1 „ . .„, _- J o I a _ I TN Y fY (S EE S"7'Ri1) T IY \I?\ \� SCREENING WML (SEE III I,I \(SEE WA . zs ss I' ./''1 /II k I k Ri I ` 11 SCREENINGFENCE(SEE ARCH. N I', � s.,�w. ► . —-III 0. ill Apple ` r-,,`II Valley �I. ,. .. .—....—l_.... ...— REMOVAL LEGEND „.„, Demo - ..., Lg ± -y- _ .� Plan - ���d_t . I x X. 3. 1b H?l X I 11 X X __ XX --t s,ja v _ _�' _ �I J ;A N Valley �_-_-_ _ _-_-_—_ ISISTS WEST //_—_—_ o ISTii= 3 1/26/2022 A 1 El 'llelill112;111111111111111111111111111:216511'7. 1 Ti 0 [ - - , Building Plan I , 1 1 1 II [ 1 1 I 1 H40 '1,_ 1,_ 1, -,- + f+ —[ I- 1- 1 ! •ffi- - i TT IIEI 1- ,,- 1 1 1 1 1 1 1 I a- II j_ it_L 4 L ,_ , , 11, II 1 1 1 1 e--1° ,1-'H17..,,,, It HE, 1+ w I I II' 4 [ L 1 o-- L-L -—-—-— —---—, ---—-—-—- MirI I o 0 FIASVLOOR PLAN Stormwater & Utility Plan = t I 1: II " t VII 1 F I Fr, 1 I 116 1, 1 11 -,,,, - r.,F:F., II , 1 r II II 1 1 • • 1' 1 II - , Apple Valley _ _ 15IST,,,SME,SZ INE5T 4 1/26/2022 PLANT SCHEDULE Landscape Plan EOEROPEGM1PftR 2 D..NL. .NN.E ;1. . ! Biw qq 2F11 eae ---- f 1 PC z Flam es a nrNlN eea MOE /S'.'.J� 111. on aBoT 102V19 wNE S. FOm L 7 IA s GIN.aLOM ATOMwluni V. eLe V wnMMoan NwoeNwNT. 0220.1.1591.12.12215 f# an NUTwI.222.V21Nwe S. rotor GIP,.F.RA1,6211.21C I Cis NO, On R*NNIGLICCNWNN*RI0 SVG Rom 'C.:.) 1G ,.A 0.900,PERN.I 2. 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L _ L Apple OSOUTH ELEVATION ^_1O,-D 6 1/26/2022 South Rendering 1k-A 114.400-"'"W Apple Valley Public Hearing November 4, 2021 - Planning Commission Concerns Total building height Rezoning to PD-254 Zone 2 allows this site to be the only property within the PD within Zone 2 • Should other parcels seek increased height a rezoning would be required Building lot coverage • Improve stormwater retention on site - Likely a decrease in traffic to the site with removal of exterior storage Façade improvements New elevations show increased façade coloration, banding, and materials. Screening has also been included for loading/unloading area No concerns noted from the public e Appl „ 7 1/26/2022 Sketch _9.. _- - :et,_ Plan y � �____- .-=�..-(_ �=�� - �- e, , # , i ..._. 1- .:. • nui PROPGSNWILDING :aI - 1 •At , _ •, ,..,_______, d M " l S *1 2 • -.. ry �ti� a _ Apple Valley r R T _E C I il.l,.1.BuildingCoverareI4 ,ilr ' �� E ' i �1 s� . Lot Area:134,033 ft2 M Lot Area:302,139 ft2 w Building Area:40,605 ft2 Building Area:96,205 ft2 � .» 1 Building Cover:30% Building Cover:32% M �. Lot Area:37,281 ft2 I>" 'l V -. .a I 1 R i 1 :r �I• Building Area:8,403 ft2 .�a r Building Cover:23% I I. 3 N{ c Ifr f` ,t f lit' - • ml - Ri [T `- -' o ..�., 31�E a 1545PST-W _ Lot Area: 107,1 5 ft2 F Lot Area:86,881 ft2 Lot Area:76,112 ft2 • • Lot Are 1 ft2 Building Area: 16,915 ft2 Building Area:25,600 ft2 • Building Area: 17,902 • Building Area: 12,680 ft2 : '., Building Cover: 16% ° 2 Building Cover:20% � �• * Building Cover:29% ft ° ,. ^�F I^4 r r I •may Building Cover 24% ••• I • ,F�. r 7: .� - _ -- Apple 61i9136 ; • . f 4 l Valley F ub �r r n- t F. _ �.. CY- 118L4f .,,.: ..� .. GABELLA-ST 8 • ITEM: 5.C. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Regular Agenda Description: Pass Ordinance Amending "PD-290" (Recommend waiving second reading) Staff Contact: Department/ Division: Alex Sharpe, Planning and Economic Dev. Spec. Community Development Department Applicant: Project Number: AVC, LLC PC21-31-Z Applicant Date: 11/16/2021 60 Days: 1/15/2022 120 Days: 3/16/2022 ACTION REQUESTED: Pass ordinance amending Planned Development-290 to reduce the building setback from 30' to 20' along all other streets in Zone 1. (Recommend waiving second reading.) SUMMARY: The owner of Cowboy Jacks, AVC, LLC, has requested an amendment to Planned Development 290 (PD-290) reducing the setback along "all other streets" in Zone 1 from 30' to 20' to allow for the construction of a 328 sq. ft. building addition. The addition is small enough that it does not require a site plan and building permit authorization. The site is located at 14998 Glazier Ave. at the northeast corner of Cedar Ave. and CSAH 42. The applicant seeks to construct a building addition that will allow for smoke house cooking and a pickup window for to-go food orders on the eastern side of the existing building. The PD-290 zoning code requires a building setback of 30' for property lines abutting "all other streets". The existing building is setback 24', which is not in conformance with the required setback. Additionally, the neighboring property, Americlnn was granted a setback variance in 1996 allowing the building to be 15' from the property line after the structure was constructed. Since that time, the City has determined that variances are not permitted within Planned Developments. An ordinance amendment is required in order to reduce the setback. By reducing the setback to 20' the existing Cowboy Jacks building will be brought into conformance, and the proposed addition can be constructed in conformance with the zoning ordinance, as amended. The public hearing was opened on December 15, 2021, and continued to January 5, 2022, due to severe weather conditions. The Planning Commission unanimously recommended approval on January 5, 2022. BACKGROUND: The proposed amendment would affect ten Zone 1 properties, including the subject parcel, as shown on the attached map. Over the last 5-10 years the City has supported redevelopment in the downtown when setback variances are requested as it creates a more creative, urban environment. This amendment would not affect the setback from Cedar Ave. as Cedar is a different road classification that requires greater setbacks. The 2040 Comprehensive Plan also notes that the City is supportive of redevelopment and adaptive reuse of commercial sites, particularly in the downtown. Proposed Building The building addition is proposed to be constructed to appear as a train car attached to the building, paying homage to the cowboy and railroad themes. The applicant's narrative describes the intent and purpose in greater detail. Additional train themed murals and accents are also proposed to add architectural flair to the façade. As noted previously, the addition is minor in comparison to the overall building and therefore does not require site plan/building permit authorization. The addition will however require that 2.5% of the means construction cost be applied towards on site landscaping or murals, which is proposed by the applicant. A mural cannot be utilized as additional building signage. Any storage of wood to be used for the smoke house cooking, must elevated off the ground to control rodents and be screened from off site views either through fencing or landscaping. There is no parking requirement for the addition as it is too small by code standards and does not add any additional customer seating. A pick up window for to-go orders is included on the south side of the addition adjacent to several existing parking stalls. The City has seen a high demand from restaurants seeking to amend their current site or building configurations to accommodate to-go orders due to COVID. With the proximity to parking spaces, the window is well placed to serve customers without impacting the parking demands on the site. A condition of the building permit will be that no additional exterior seating be added to the site without approval from the City as this would affect parking demand and potentially the sewer availability charge through the Metropolitan Council. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Location Map Zoning Map Plan Set Applicant Letter Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F, ARTICLE 2 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 290 The City Council of Apple Valley ordains: Section 1. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by revising Section A2-5(A)(1) to read as follows: § A2-5 MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS. (A) The following minimum area standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so used or improved shall meet the following minimum area and dimensional requirements: (1) Table of minimum area requirements and standards. MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 290 Zone Zone 2 Zone Zone Zone 1 "I" All 3 4 5 Uses Other Uses Minimum Lot Dimensions Lot area(square feet) 10,000 10,000 130,000 10,000 10,000 10,000 Lot width (feet) 100 100 150 100 100 100 Minimum Building Setbacks Along principal or minor arterial streets (feet) 40 40 60 40 40 20 Along all other streets (feet) 3-0 20 30 60 30 30 20 Side lot line (feet) 10 10 10 10 10 10 Rear lot line (feet) 20 20 20 10 20 20 Abutting R district (feet) 20 -- -- -- 20 -- Minimum Parking Setbacks Along principal or minor arterial streets (feet) 20 1 20 15 20 5 5 Along all other streets (feet) 20 20 15 20 10 10 Side or rear lot line (feet) 5 5 5 5 5 5 Abutting R district(feet) 10 -- -- -- 10 Maximum Building Coverage Coverage of lot(percentage) 20 20 30 20 20 20 Maximum Building Height Maximum height(feet) 30 30 45 30 30 35 If all minimum setbacks are increased by ten feet 45 45 -- -- -- 45 (feet) If minimum setbacks are increased 1.5 feet for -- -- -- 100 every one foot over 30 feet and a minimum building separation of one-half times the combined height of adjacent building faces is maintained (feet) Minimum Retail Floor Area Initial building (square feet) -- -- 20,000 -- Dwelling Unit Density One or two story -- -- 3,960* -- (11)** Three or four story -- -- 2,720* -- -- (16)** Sign Setbacks Along principal or minor arterial streets (feet) *** *** *** *** 5 NOTES TO TABLE * Square feet on land per unit. ** Units per acre. *** As required in Chapter 154 of the City Code, Sign Regulations 1 The parking lot setback may be reduced to ten feet when the one-half right-of-way dedication of the principal or minor arterial street is a minimum of 90 feet. * * * * Section 2. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 3. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 4. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this 27th day of January, 2022. 2 Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 ,,1 I 1 , 7IL..! ,.1 f.1.A1 s� _2 ..Ie, :*:,'_'.- .' ,„ r 1 ft 4 ar • LA r AIL. a,.® �IH _00'r � En. Q µ lk ' i S , tyry r --- 147TH=STEW"II ,6. _ - �' ,one,5 Id r r-,, fy r b LW w Ir Yam.Y 4, g of J1 _ _ - ., _ ,,,,,,, _ \-a \ I' , - ;, 1 , 0 ll sl I a Y CI II SITE jr FL. „ \ 4 is 1- ., + 1 - r '. I U ` GLAZIER AVE 1 �' �` ,� 0 „em 't'. bii .0 I .-4 IJJ U. .. e.......,..," 411!)11_____ - ,, 11111 1;50111H ST W�a a _ en _ w c ♦ �"950TH 11 Coln v u ,. ib -.. r I 1 kiiiiiskia.,s- . �_�3 'R 1 r :1 COWBOY JACKS ,rP ! i : Ail I ,...R.... ��;Fiyl t;.!*44:Irdk-r 14998 GLAZIER AVE .: tl ,��,,_. r� �r 1 11 ,.LOCATION MAP ��� w �\ 4/� �. yIloz i�ti� m lC ,,,Ji` ` 1*r a ;1,44: il it „L'■VIL1 ;S211'61 W w 11-1 - a a Ce I- W I- W a Ce J U —� B - 147TH ST W Zone 5 PD-290 w a ce LU p Zone 1 > w C U Q 0 SITE w U ce / o GLAZIER AVE a 0 z W _1Zone 1 Zone 1 O W a I- 150TH ST W 1- W 150TH ST W ce W 0 i COWBOY JACKS ,ri�;F '�iy �,.9 j�nl h I� �F�n�,i1 tirj . J..� r� 14998 GLAZIER AVE _Aa: A ctihil 411-1 ZONING MAP 1F � 'p :f� ! `I;'r' sha-mi Ca Val AtIllifigkilta i�--_i���^�N.6.F ,i` �� PD-290 ZONE 1 ll is!► ,;t ell-"y: „ .,,,,* r— ._ sv n� 1 it,t EXG WOOD FENCE TO REMAIN Q< SHEET INDEX Al PLANS -3(- NEW GATES • . !, � — —� �6 A2 SECTIONS AND ELEVATIONS - r KITCHEN i � �> IC D — Cl CIVIL - M - - 2 SURVEY Charles • I L---7 W o i - C S U s' ��,� _ _ _ _-__ N �: 1 Levi n • .• - I 0 \ 0, _ - O. j z Architects 1. • - - I H I ? : ••-‹. ' I - o -Q. li M r- 1 0 1 2300 'r• L J w Q ' ' 17 Milwaukee y 1® s 1 4:;- "t'' EVENT CENTER - _1 1 • 1..... .-.... C. LS Li J - _ • . '� Avenue _ �F RESTAURANT - - • :_ kI �3�-)1 r - - - __ __ �O REPLACE ANY SUBSTANDARD FENCE ♦ -V Minneapolis . _ - _ _ _� L - - - J L - - J S � COMPONENTS AND FINISH TO MATCH. \ Minnesota T -a- c'. •. ,bE , •=. , - - - _ 2 :5: :05333 PROPERTY LINE (SEE SURVEY) Q --: •-• �' - M: 612.940.3758 � .'-• . --- NEW GATES TO HAVE • -. ����4� / E. chuck@clevin.com �_ SIMILAR APPEARANCE TO ADJACENT FENCE (GATE o ENGINEERING BY \ \ STRUCTURAL) -1 ♦ ARCHITECT'S PROJECT #1584 w\\ \SO- ♦ < e' \ EXISTING PARKING LOT o__ - p��`o COWBOY JACK'S \ F °\EGG •♦ G°\\ ♦ 14998 Glazier n ` w ,, -'ev- Apple Valley, MN tiN6 N ♦ CONTACT: \ EXISTING CURB TO REMAIN ` Ken Sherman ♦ (612) 251 -3630 1 .v ♦ kens@shermangroup.com IL ... .. :.r::. ,,.- '. : •-- RIVER ROCK BED • • '' ,. ~•. , • ..._•.• - ♦ ISSUED FOR �•,,_6*, 1I-: .•• NEW CONCRETE SIDE- ••=•� --.',:�.'_'- `::• y� ♦ OWNER REVIEW 9.29.21 : . �.�, WALK SLOPED TO DRAIN. L� •"*•"%' ' 4. ..� %•:'- (2) SMOKER WOOD STORAGE ' r GA`'� ISSUED FOR EXISTING SITE PLAN I 4'-9 4'-0" 3'-2 �• • ..•.•:• RACKS (COVERED) BY R SO SURVEYOR INFO 1 1 I . • : • / OF •EXISING SODDED 9.30.21 C D OTHERS SCALE: 1:240 I I 1 �� � = e1. PG- YARD TO REMAIN BOA - ISSUED FOR \\\\ 46: 0 .`.--.:._-. `: �= DOWNSPOUT E kP°°��\� > -P' OWNER REVIEW 10.8.21 _�s ., ' FACED �` EXG \ •:—�1:- ,•1 \ . , 'L WALL \ •^•='=•-": - _ _ ♦ ISSUED FOR I' ' \ EXISTING _ EXISTING • •'•- • '-' _ `�� OWNER REVIEW 11 .12.21 Li I L -\- - - - - - - - WOMEN'S ROOM MEN'S ROOM .••_ ..•_..•_ .._ . ..•_... G "r i� "� it ■ ••r _ i_ i'_ �_..•� •'i • \\\\\\\\\\\ \\\\-I - 'I' " ♦ G�, ISSUED FOR w•Ilw_i I I '�. �' • •-• • ` MUNICIPAL REVIEW 11 .16.21 .. .. Fillr..E.-II EXISTING 14"D r.,L . TREE TO REMAIN cn I..�.\ I-irl :, z ;9 • : ' NOTE: UNDERGROUND J .= 4:30 PM Tue, Nov 16, 2021 FIXTURE TYPE AND FLOOR DRAIN o a " \ UTILITY LOCATIONS \ ; - - UNKNOWN. • QUANTITY TO BE x Q :: _..11...i • DETERMINED BY NOTE: ALL \ / L O° w c+ DESIGN/BUILD ELEC. STRUCTURAL \ 6 5 `" C� i \ I hereby certify that this clan, CONTRACTOR >:::>:•. 3 - - :. : .. ,- ENGINEERING w TO REMAIN HYDRANT p BY OTHERS. H I2 6 z9 w r-.... EXISTING specification or re 'as •• direct\ r. gi — 4. supe`• prepared me ly w - \ EXISTING MONUMENT �� - - 0 o \ GENERAL NOTES L\ am a dui CODE COMPLIANT 1L > - .,,�,ti SUSPENDED CEILING w Q I �r.y.T.1 •-.r �, o under O Oe \ 1. DESIGN AND DRAWINGS FOR SIGN TO REMAIN SYSTEM. = o \ \ EXTENSION OF FIRE o of "_ Gp cc w a J \ PROTECTION SYSTEM TO BE BY EXG STEEL COL z j', 1,:., = w ® ; \90 \ O- I \ I \ o DESIGN/BUILD FIRE PROTECTION 0°• "'� 9 �� _D • ` Zs) ��� ^ l it w .:::. r._"�.._ G� EXG STEEL BEAM ABOVE \ EXG STEEL BEAM X_(� cv CONTRACTOR. Y w ® w ,1� EXG STEEL BEAM • z w - - I • \ f - - 111 o o :: •:=r'.:= \ i\S ` ww E \ 2. KITCHEN EQUIPMENT AND J w 1� \ CASEWORK FURNISHED BY � CI) o • • 0 \ G \' J EXISTING STEEL BEAM \ z o .:: ���� �� o o - BEARING ABOVE (STL OWNER AND INSTALLED BY z �, _ 'an' � w COL & EXPANDED \ CONTRACTOR. ilia § A\' ‹\ - Q ,� �� �JIn FOOTING ASSUMED). 0 •:'--,;_ \ R O ..on No. 14672 \ 1qPV CODE COMPLIANT x 3. FINAL ROOF DRAINAGE DETAILS w :.,,•.,, = o a_ N , VENT PROV DOOD ED BY OWNER w o\ \ TO BE DETERMINED. r, J 4' 1" '='��'-• \ AND INSTALLED BY 4. D/B ELECTRICAL TO PROVIDE ALL I w :••-:•• Date: XX.XX.2021 7 HVAC. EXISTING BRICK I \ I NECESSARY PIPES AND BOXES N \ \ VENEER I \ I FOR OWNER SUPPLIED LOWII r �"�" • •_ W \ VOLTAGE WIRING AND NEW LOCKING CAFE STYLE i' \ EXISTING POLE Q o \ EQUIPMENT DATA, : ENTIRE HVAC SYSTEM "' > \ (SECURITY, IMPACT DOORS IN EXG OPENING , i QUARRY "�"' S MOUNTED LIGHT TO BE ENGINEERED w Q ADD 4" CMU FROM TOP \ „ :••_ 7p„ \ ii) FIXTURE TO REMAIN = VOICE, A/V, ETC.) TILE FLOO� - ,,•-••..- AND PROVIDED BY o z v OF EXISTING FOOTING \ „i; ,1111 ; AND BASE :%'': -' �" � ' o z \ 5. D/B ELECTRICAL TO DESIGN DESIGN/BUILD HVAC w o Y TO SLAB BEARING. \ ENGINEER AND DRAW POWER I 9-0 . ._ CONTRACTOR. v •- \ AND LIGHTING SYSTEMS AS REQUIRED COUNTER •.. " J \ DEPTH CONTROLS 1 , PICK-UP :-••••'• REQUIRED FOR PERMIT. 1 WINDOW E"' ': , ' ,�\\\\\\\\\\\\\\\JI 6. D/B MECHANICAL TO DESIGN, LOCATION OF ADDITION. II ;;:_;;r;: //Jr . C7 ' I ENGINEER AND DRAW COMPLETE • ••••:; - • \ N L I SEE FLOOR PLAN FOR HVAC SYSTEM AS REQUIRED FOR ,.;•_.,••,,,.,•,.,.•-,.,.,� •• 's.tip.•,:,•,•:•,•,;,'� OPEN FACED I I EXACT PLACMENT OF PERMIT INCLUDING AND AIR • ''''.7-::,' T'•1 ='.817` ''''• DOWNSPOUT I I ADDITION RELATED ASPECTS OF KITCHEN :'.; ,.....,.... .-_-!1. •N W OVERHANG(HOLD �� EQUIPMENT). 1 : -. .CLEAR OF EXG CANOPY) CQ .y.::- ..v.:......f.........4.,%•.,-..1..A.k::' '1'. ' ' 7. D/B PLUMBER TO DESIGN, ENGINEER AND DRAW COMPLETE NEW CONC SIDEWALK \ PLUMBING SYSTEM AS SLO ED TO DRAIN. ADDITION REFLECTED CEILING PLAN ADDITION FOUNDATION PLAN REQUIRED FOR PERMIT, REWORK EXG POST S 4, \ 2 SCALE: 1/4" 1' 0" SCALE: 1/4" 1' o" INCLUDING, BUT NOT LIMITED TO, INDICATOR VCALVE C U R LY S NEW SINK AND FLOOR DRAIN). TO BE FLUSH WITH vo \ HAND SINK MAY BE REQUIRED. SIDEWALK. P�c<O SMO K E D m EXG. CON. w�yo . MEATS SIDEWALK-� / /-\\ \ I' I \ EXISTING DOORS / TO REMAIN I CLID ADDITION FLOOR PLAN \ EXISTING CANOPY I SCALE: 1/ "= 1'-0" ABOVE TO _ \ Al REMAIN L _I © 2021 Charles Levin Architects ii 1 ?� F Y F F @ 13'-4 3/8" ± TRUSS IS / / WINDOW 1 ( ) , 121-02' , 1'-0" , ,3$'± '�, ��Ellrrr ��I ������I������������I�.......�..�.I........ / HEADER s s x TRUSS IS WINDOW HEADER PROVIDE NOMINAL CLEARANCE 4 9 11 3 10'-0" I : 'Z x x X X X X X AT EXISTING WALL 4 'r $ / $ , , 4 ' CUSTOM WOOD ROOF TRUSS. SUBMIT MN p -IF , 1- ENGINEER SIGNED SHOP DRAWINGS. NOTE iTOWDWOPENGL _ _ _ J L _ _ _J I _ _ _ L L-_ L _ JZO 4 = SLOPE 1/4" PER FOOT Charles TO DRAIN TO NORTH _o Levin _ 4 ::„E-)-- TRANSACTION rHIGH I M Architects WINDOW PRODUCT MINIMUM DEPTH LOW ` L� TO BE SELECTED REQUIRED BY TRUSS - -- -__ I - > r —�'N NON-LOAD BEARING EXTENSION 2300 Y / METAL VENEERED DESIGNER �• t o / 1 i_r_CASEWORK AND SERVING COUNTER > Milwaukee THRESHOLD < < APPLIANCES BY OWNER EXTENSION (SLOPE TO DRAIN) - LOAD BEARING TO FOUNDATION Avenue _rr T „ / -2 , 1 1 1 1 1 1 1 h 1 1 1 1 1 1 1 d 1 III 1 1 1 1 II III 1 1 1 1 IIJIII 1 1 1 1 1'III 1 1 1 1 II III 1 1 1 1 11-111 1 1 NOTE: PROVIDE DROPPED TRUSSES AT NEW CONC SLAB. ENDS FOR ROOF CANTILEVER FRAMING. \cs. SEE PLAN. "=• X='' x SECTION LOOKING EAST 12'-1 1/4'I - Minneapolis '' ' —N •� •e� •., 1 STATIONARY ATTIC Minnesota Ear •ter • r < _ C -• SCALE: 1/4"= 1' 0'I VENTS AT 4' o" o.c. 55404-3150 • CV.r te•r, x 1 7A TRUSS ELEVATION .mac 1:":*". 2'-1 1" SCALE: 1/2" = 1' 0" 4 P: 612.729.5333 SECTION LOOKING NORTH COUNTERFLASHING INSERT 1.-1 a. 1'-0" 10'-0" 1'-0" M: 612.940.3758 n I INTO BRICK - - - - E: chuck@clevin.com / SCALE: 1/4" = 1'-0" 4 - - - - \ / METAL ROOFING SYSTEM OVER 1 r F Y Q MEMBRANEON SHEATHING X y FRAME GUTTER TO SLOPE SOFFITS,VENTILATED ENDS AND ROOFARCHITECT'S PROJECT #1584 �(����(�( ( )O(�)( �(�(�( 1/4" PER FOOT MINIMUM TO 1�11111�1�1�I1���1��1�I�1�I�1��1�I�1 VI 1tt�_� �JIJI)l)UUUil t i �� ) s s ���� ����, NORTH. LINE GUTTER WITH \ Irvidell1111111111111111111111111111111m�� • �• • • •.���,�i ADHERED MEMBRANE ■ti , IROOFING AND EXTEND UP COWBOY JACK'S ,1 1111111 .111,1:- = � X X BRICK WALL AND UP AND 1 'L �� . n ... ... ... .. ... .... 1x FASCIA E_ OVER CURVED ROOF. SC PASSENGER' �1areA EXISTING I I I PROVIDE T-STAT olippropyIrri DUCT CHASE 14998 Glazier WINDOWS I HEADERED I LOCATION OF CONTROLLED CONTINUOUS iI DOUBLE BEADED SOFFIT WITH CONTINUOUS (THICK WALL) FIXEDIOPENING I I 1 OPENINGS IN HEAT CABLES TO OUTLET AT �IIII VENT A le Valle , MN WINDOW EXISTING WALL BOTTOM OF DOWNSPOUT AT � . _ _ C -11; SCREENEDy I NORTH END. `. _•,. I CONTACT: � li NEW 2x4 BEARING WALL SUSPENDED CEILING PAINTED WOOD WINDOW AND lx EXTERIOR FINISHED ON KITCHEN SIDE E pC ti 1•, SYSTEM p CASING (PROVIDE DRIP FLASHING AS Ken Sherman SERVING SAME AS EXTERIOR WALLS ' z> NECESSARY) WINDOW I - LJ J �o (612) 251 -3630 THICKEN -I I RETURN GWB/FRP Nd kens@shermangroup.com FINISHED WALL Y I - I INTO WINDOW MATERIALS TO s OPENING ALL 4 SIDES CREATE RECESS ti NEW FINISHED INFILL EXG WINDOWS WITH I � � LUMBER TO BE TREATED +I WHERE REQUIRED BY CODE AT SKIRT 5 I I FLOOR FLUSH FRAMING AND GWB. FINISH �� z ISSUED FOR WITH EXISTING FLUSH WITH EXG, INT, BRICK OWNER REVIEW 9.29.21 �I II II II I 11 II II 11 VENEER. BEAD EDGE OF I DASHED LINE SHOWS AD < " •'•'- 'x ;- y= _/ \� �I � CONTINUOUS SEALED � m .;� 4 • -.1::-: GWB. AT NEW DOOR, INFILL I � VAPOR BARRIER AD r. _ter_ .f► AS NEC OVER DOOR FRAME. �I SIDING ISSUED FOR -•fix - SECTION LOOKING WEST WEATHER BARRIER SURVEYOR INFO r�� .1=�� 2-2 a 4 x � DUCTWORK AND PIPE ►••� � 9.30.21 •'� %.*".:-Cl. % " - PATH INTO ADDITION. +4 SHEATHING (FLUSH WITH FNDTN INSUL) e : e�:\ / SCALE: 1/4 - 1 0 x CUT OPENING TO FLOOR AT , ■ 2x10 FRAMING CUT BACK TO 5.5" :ter .1► / INSULATE AS ►� VAPOR BARRIER ISSUED FOR :.`••� LOCATION OF NEW DOOR TO ;�• ;� NECESSARY. +1 5/8" GWB (WATER RESISTENT WHERE REQ'D) OWNER REVIEW 10.8.21 • ADDITION. VERIFY JAMB • �' FINISHES WITH OWNER. FRP (OR OTHER CODE COMPLIANT FINISH) SECTION LOOKING SOUTH _Ii > I - DRIP DETAIL ISSUED FOR 3 L '� OWNER REVIEW 11 .12.21 / SCALE: 1/4" I / VAPOR BARIER. ENVELOP ENTIRE RECESSED SOFFIT SPACE AND SEAL AGAINST EXISTING �� -UNFACED BATT INSULATION EXG. THIN BRICK VENEER ISSUED FOR BUILDING. SEAL AT ALL EDGES, OVER GWB OVER ►��I _ MUNICIPAL REVIEW 11 .16.21 OVERLAPS PENETRATIONS, OPENINGS, — FRAMING (VERIFY) o ETC. PROTECT DURING CONSTRUCTION 1/2" PWD SHEATHING FLUSH , QUARRY TILE Co PREFINISHED METAL INSULATION COVER ��'I VINVVIVI�'���V VIVI t = AND REPAIR ALL DAMAGE BEFORE WITH INSUL FLOOR AND BASE ,�,�E�fili I/ki�..�i.�ilii.1/..i.i�i.�i�.LiA1A..�i�.. / COVERING WITH FINISHES. - -- -- �J ! ti WIND BARIER SLOPE ADJACENT SURFACES TO DRAIN - ti - I �� TREATED PLATE Tue, Nov 16, 2021 VERIFY I '� SIDING. BACK BEVEL BOTTOM TO - --: . ..� . .., . .., . .., . .., . .., . .., . .., . .., . .., . .., . . ._:. •._:••• .-:. it:: ..; .r• HOOD FRP OVER 5/8 GWB • �: � '�: � '�: � :-- — - � '�: � '�: � :�:• • '. • ." DRIP EXG CONDITION WHERE '""�" "``=_ %`;="..- !=.� -` = ,_=`�'`._ `' • � I hereb certif that this nianRE(�MNTS � SLAB MEETS FOUND- 1 QUARRY TILE FLOOR ■ ATION WALL UNKNOWN. --- , f=If � -- NEW CONCRETE SLAB .,r_..r_ r_ _�r y yI r tiAND BASE '•�%•�• �'•�%• COMPACTED BACKFILL p� �,: ,: , ,• ,•17.1.. specification or rep, 'as -- PREFINISHED METAL INSULATION rr .r�rr ►� .r.r. 4 _ 0 prepared by me r ly e.•• -; • H %F :A._ PROTECTION COVER ` 1•=�1 NEW 4" CMU FROM T.O.EXG • r':_r r_ ' �,r_�r_ . 2" RIGID INSULATION BOARD direct super''�� SIZE AND CONFIGURATION J,• . FTG TO SLAB BEARING r __.: ' t•: •ev • OVER NEW FOUNDATIONam a dui '•2F g HOLD GRADE DOWN _:; •_ ; WALL0 PVERIFY 'V WHERE POSSIBLE TO OF EXISTING FOUND _ • . . _: .,• .,•> _ ��4 ALLOW SIDING TO DRY ATION/FOOTING UNKNOWN . •=:_= r'._r_ r ' •4�`r undP-* ` \e i :t P'SMOER / \♦•'' -EXISTING FOOTING LEDGE •�'rv' � f -SIZE I / r" ' r•.rr . �r_1`r_, (�ASSUMED. O O.v' A':.N•"A,• i'V.�A, .-A • ,CV !'� !'� �•�• l1�!'V�l'���11�V_n_ - -III rrr _.r.r.r.r: r..r .r r.r �_ ,, ♦ ♦ ♦ • ♦,, ; ��A ♦ , ♦°• ♦,, DESIGN OF SLAB, ♦%,•:' NEW FOOTING TO MATCH ``G�� I i+�r�r�r� �rr -V 4_ `vr�r�r�r`FOUNDATION AND r� ��► :;:tv DEPTH OF EXISTING /1� V I J J _ :. . _ ♦ ♦ ♦•!■♦ ♦•. ♦•. ♦•• ♦ ANCHOR BOLTS BY FOOTING CJ�� • r r..r_..r_..r_...ex ...di, r r r r nr nr�r�r _• `�j% j% j% ;►� ` �� . •., .- %•. VAPOR BARRIER % .,�..�..�..� _.,�..,�..,�..,�.;STRUCTURAL r ' • ev• • I. �'e� OVER COMPACTED �• �• �•�•�•�•�•t.• w • .,r_ • I. �r_ BASE r_�r.r.r�r __�r.r.r�r.,r' O ev• c �• • n:•n:•n:n•• .n:n:n:n• .r r � .14 r.r�r.r __�r.r.r. • :'. • ♦ ♦� - 2" RIGID INSULATION ADDITION SECTION Ft O�,�n No. 14672 • • • RV -vin C7-/E- �. :r' ,� �� r / SCALE: 1/2" = 1' o" Date: XX.XX.2021 • 5 rSECTION AT SMOKERS/HOOD (61_DETAIL / SCALE: 1/4"= 1'-0" / SCALE: 1 1/2"= 1'-0" MEMBRANE LINED GUTTER WITH HEAT CABLES f ROOF ATTIC VENTILATION NOMINAL 3'-0" 1'-4" ± ROOF EXHAUST VENT y 1'-4" ± BOTH ENDS, EAST TRANSACTION WINDOW VENT HOOD SOFIT AND ROOF TO BE SELECTED. PROVIDE MATCHING / )/ 1111111111 l f WIDTH FIXED WINDOW I C7 ® ABOVE WITH HEAD r_.1 — -- -- EXG LIGHTS HEIGHT MATCHING EAST EXG LIGHTS r __ WINDOWS. I METAL ROOFING - iHr -am - - - - AL ® PROVIDE MATCHING it , -_ WIDTH FIXED EXG CANOPY ' EXG CANOPY WINDOW ABOVE ---OPEN-FACED / EXISTING BRICK DOOR WITH HEAD I / - DOWNSPOUT r VENEER WALL HEIGHT MATCHING WITH HEAT I EAST WINDOWS. CABLES 'PASSENGER'WINDOWS /1 /1 v /` /` (5 @ NOM 20"x30") CURLY'S DRIP FLASHING 1 1 1 1 1 1 1 1 3 4 WIDE DOOR WITH I FIXED (CONT) LOWER PORTION LOWER DOOR ' --- SHUTTERS. TRAIN THEMED FINISHED WITH / SMOKED SIDING AND TRIM TO - WITH SIDING URAL IN LIEU SIDING � TO MAKE IT OF METAL MATCH ADDITION - — -- 'DISAPPEAR.' Il/I EATS idii,) ADDITIONAL VENEERED I I I y/ / NDSCAPING. COUNTERTOP TRIM BOARDS demi , - 11 1 I (2) SMOKER WOOD I NEW GATE TO �' NEW GATE ■ _ ♦ MATCH FENCE \ �� STORAGE RACKS I A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 - I (COVERED) BY TRANSACTION q SKIRT I OTHERS I EXTERIOR CONCRETE WINDOW co SLAB r Illllllll lull II L I =_ l I I I all tl - METAL FLASHING - T T I F - 1 1 1 1 1 1 1 1 1 1 1 1 A2 I I I I I I I I I I I F1 17 ILL I I II I I FII7 rl1 I I I I LI L I I I _I L L I I _L © 2021 — Charles Levin Architects (8) SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1 0 SCALE: 1/4" = 1'-0" SITE PLAN DETAIL GRADING PLAN DETAIL SCALE: 1" = 5' SCALE: 1 " = 5' ) \\ / / \ / GTh\ / / a c.--`� / `� Charles Levin a\ a � Architects T\ I—I if � �F D � � \ 1\( 1 2300 aX9 5 3 . 5 �� `� _ �953 . 5 \ °� Milwaukee REPLACE [ . ° a a � a a a a 1 7Z____ Avenue A Minneapolis EX. GATES \ �� ,' �. N qils \ � �' � \ o � o � <C\ Minnesota z � a a 55404-3150 SETBACK LINE ��� \ 95 -Q4 — — _ _ _ - - - — S534 - - - - - - - -� - -� \ _ 1 \ P: 612.729.5333 � — ° M: 612.940.3758 //////////// 5 4°. 6 - 9 3 . 4 r� Ti — -�� \ \ ///////////� 5 4°' �e �9 5 3 . r— — - � � - `1 ., E: chuck@clevin.com � / .= a �� Q �S � � a CPiCel �\° - � � ARCHITECT'S PROJECT#1584 NEW 4 CONCRETE a �O� • � N / �Q /\C . ffS SLOPED TO DRAIN � ° ° I � � �, - �a � a � T � � �a `9 COWBOY JACK'S I / � \ / � L, 14998 Glazier / - - PROTECT �� /� � - — ���— SILT SOCK '�� Apple Valley, MN DOWNSPOUT ��� 54 . � ti954 . 2f/ EX. TREE 4 S //>< 54 . 6 I"�95 .12 / A S� )--,- CONTACT/ \ i � / �h •� Ken Sherman LANDSCAPE EDGE — / t � 30 LL W��� TNh I 411 \ a `� / � W I i ITN�I i" / ,• 1Q41I � � kens@shermangroup.com / � E 954 . 1 " / (� � � ✓ 5 4 . IrizirArcITY EXISTING / � � c� \� 956_, t. 24 \ �S EXISTING / � � c� � 956 . 24 i �9s 1116.21 / // � � m W � ... tiYo TO REMAIN \ / �o o „ � � 4 . 6IQ \ s BUELDING /� o o „ � ;354 .I6 � s954 .,� � Q w ►— � � � � \ "\-\ \ .L)c' 954 .297 �D-- Q W ►— di � � � � � ' 9 NEW CONCRETE Q � � of �/i� � \ �j� Q � OfI// //\\/ \ /, ENONEERING SLOPED TO DRAIN � ��� // \ �� � ��-* rL ��// / � � �j // \ �� � .0 (L � �// REMOVE POST . F �, p n,��/ N� � /j/ / �. F 0J, � �,��l� \����/\ I ‘0 \\ � //�� INDICATOR VALVE 14.. 24'i �, / / /k� ��2� �, � ,�=terke�e�,eer�om320 249 2611/ Sauk Rapids Minnesota & INSTALL VALVE • � � //// f,, �j�jo � // /� / COVER AT GRAVE r P - ` . 0 � t�j�` �/ \ TO REMAIN . C� q // I hereby certify that this plan, 55 . 5 �� /i/ ; 55 . 5 �, � / // preparedtiby meon or ropo y• :: 1 . direct v / / the la Line � ��:1�r ul vm per 17fATICK POST � , // �i \ INIVICATIC � POST :� y � ! `' 4; 5 5 . 4 /////// // / . /////////// // / Iti‘ . '101-Nck *0 \i‘ , *.. . \C // / \ // / 0 0 iL\ C' \• 355 . 4 i//J 5 4 . 6 X,953\5 955 . 4 /�J 5 4 . 6 I X9 5 3 . 5 Re:n,� �`f�f 55 . 4 // / �`so93 o a / /�/ / o a / �// I Dat-: XX.XX.2021 / /// / REPLACE EX. CONC. , • 53 . 0 � ��/ / f ' S3 . 0 / DISTURBED BY � � / 1 011111111111111 Ilh 'AUK) A 955a� //� / CONSTRUCTION � 'ALA ° 955,6\ // / i ,�I�� 1 354 . 8 ii i / 954 . 5 i�i / I Mfr. ? .<< � X953 . S \ K � I X95 3 . 9 - - - j 8 ��� 7 P5z4 . 8 ��� If P5a4 . CuRLY'S \\\ � N i SMOKED <7 NN \ S� I I � \ a`� // 0 � MEATS I a as \ ' 6 as %\ / ' c Ili , lli ,' Cl CD 2021 Charles Levin Architects \ 1 I♦ -I- I• I III / \ \ L_ .I I L_ r♦ 1 I♦ I♦ I / I♦ I-< I I I I IA / \ 3p LJ No No I ♦ c_ g0 I I♦ -I- I♦ I I I I < / r♦ , ♦ I♦ 1 / r� 20 0 20 40 / \ r< I us., I I rc i LJ L_ I \/ 1 \ / ® � " \\� NORTHWEST CORNER OF LOT I , BLOCK I E - - \ SCALE IN FEET N90°00'00"E \ \ 246.63 / ; ocp j • cry° \ti \ ' • 953.5 \ Cii \ \C'D A \ \ z - C5. \ O c� \ 54.0 953.46cb '-� \ 5 �\ Ng sJ .` I �' \ I N \ R �� ySg \cy, \ OJ / 954.6 }9' 4.2 S� S-C, ® �j ''' 12.50 \ 18 FINISHED \ s �� �� Legal Description: EXTERIOR TN�I/ / 954. / \ e EXISTING DIMENSIONS o z 95.2� \ �S �. / �% �� \ \ Part of Lot 1, Block 1, APPLE VALLEY COMMERCIAL w BUILDING o 954 'yY°,,' I �F \\ \ ADDITION, Dakota County, Minnesota, lying north and 25.00 954 9 ° •����• I \ T west of a line described as commencingat the northwest Q h 954�'2�,}0�� \ \ corner of said Lot 1; thence on an assumed bearing of y�� I �� \� \\� /^� `b° South 00 degrees 03 minutes 20 seconds West, along the • ,,.,, 9".0 / \ N \ west line of said Lot 1, a distance of 186.00 feet to the MAIN FLOOR. '55.5 point of beginning of the line to be described; thence East J 955.47 INDICATOR POST 955.4 I \\ n� a distance of 239.00 feet; thence North a distance of 83.00 1 j 44.8 I \\ feet; thence North 42 degrees 39 minutes 01 seconds East '55.4 954.6 X953.5 \ z \\ a distance of 68.39 feet to the southwesterly right of way w I 953.0 \ \ of Glazier Avenue and said line there terminating. Qe. 95.2 955.0 I i/ N. \ CZ x955.0 SIDEWALK 954.8X X953.9 ����� \ \ Q Q 111 - 954.8 / \ U o 0S N. \ \ CO O co / \ X C\I ON- - �- - 954.4 ! \ \ \�\ X / \ / 953.8 / FD IP X O - - \ Z 2309 X. \ CZ z O U EXISTING BUILDING \ w o -05 oC)o -."--------L 25' HIGHWAY EASEMENT PER . 0 DAKOTA COUNTY ROAD RIGHT Cr) OF WAY MAP NO. 180 5 LOT 1 ✓� 1 I♦ I♦ 1 / A f< 1 III IA I LJ L_ ♦I ♦I I ♦ I -UTILITY EASEMENT 239.00 N90°00'00"E I ON -I- I♦ I IN -I- A I I I I / 1 1 1 1 1 I. ♦I I s_ L_ ♦I I 1 LEGEND r, I I♦ I♦ I / A r% I ON ON I / A 1-4. 1 I II IA 1 1-41 I II IA 1 L., L- ♦I ♦I I ♦ I L./ L_ ♦I ♦I I ♦ I 000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION 000.0 DENOTES AS BUILT ELEVATION E- DENOTES DIRECTION OF SURFACE DRAINAGE • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET • DENOTES WOOD HUB 0 DENOTES NAIL E ® DENOTES EXISTING UTILITY BOX DENOTES EXISTING POWER POLE DENOTES EXISTING LIGHT POLE ® DENOTES EXISTING STORM MANHOLE O ❑ DENOTES EXISTING CATCH BASIN A DENOTES EXISTING F.E.S. V, DENOTES EXISTING HYDRANT ® DENOTES EXISTING SERVICE OR CLEANOUT • DENOTES EXISTING SANITARY MANHOLE DENOTES EXISTING CONSERVATION POST OR WET LAND BUFFER POST 000.0�TREE DENOTES EXISTING TREE E - - DENOTES EXISTING RETAINING WALL I I DENOTES PROPOSED RETAINING WALL rYYY1 DENOTES EXISTING TREELINE ❑ DENOTES EXISTING FENCE P \ "N \ 1I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED REVISIONS PREPARED FOR: DESIGNED CHECKEDCONSULTING ENGINEERS,ROBE PLANNERS and LAND SURVEYORS THAT I AM A DULY LICENSED ENGINEER UNDERDRAWN DATE NGINEERING THE LAWS OF THE STATE OF MINNESOTA. JM 10/8/2021 FOR EAST SIDE BUILDING ADDITION 1 AA,44-P-0 P 14998 GLAZIER AVE SCALE COM PR NY INC . APPLE VALLEY, MN JOB NOAS SHOWN OF 10/8/2 1 1908617705.00 COWBOY JACK' S 1 L 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 DATE REG.NO. 1 „-15-21 CSO ADDED PROPOSED ADDITION `\ APPLE VALLEY MINNESOTA ,.. VN ST(AKMOUSE • SusHi • IIOOF TOP Train Car Smokehouse at Cowboy Jacks The addition to the Apple Valley Cowboy Jacks is a smokehouse kitchen. We have decided to broaden our menu by adding smoked and barbecue products. The internal part of the structure will be designed as a commercial kitchen containing a smoker, refrigerators, a sink and everything else needed to be code compliant. There will be a takeout window close to some parking spots that will be designated for takeout, and an interior window to the restaurant. The smokers will be under a hood system that will evacuate the smoke into the outside areas. We are not near a residential neighborhood nor any high rise building. Famous Dave's and Misfits Collective both have smokers in their kitchens and vent to the outside. TRAINS AND THE FOOD THEY SERVED WERE INSTRUMENTAL IN SETTLING THE WEST. The exterior will be designed as a reproduction of a train dining car circa 1885. The idea is to remind people of the role trains played in the movement of population from east to west. The Trans Continental railroad was a 1,911 mile track that started construction in 1863 and finished in 1869 and connected Sacramento to Omaha. Additional train lines were added and by 1876 you could go from San Francisco to New York in three days, a trip that ten years earlier would have taken several months. As a result train travel boomed and millions of people moved west. The preparation of food on these trains was a big part of the travel experience. All meals were cooked over wood burning stoves, and '6'i f•n.h:n?pUiii .,USFu aUUFY iv served to the train passengers. The majority of the cooks were African Americans who when cooking food for themselves chose to smoke and barbecue cuts of meat like brisket and ribs that are now the core products for any good barbecue restaurant. Their role in this important part of history is often overlooked. In addition to the film version of the "Wild West" with cowboys, stage coaches, and gunfights, there was another less dramatic west. This one was full of commerce and opportunity for immigrants moving from the east to the west for a better life. The train was the mode of transportation that allowed that to happen and has a rich history of its own. As a Cowboy themed restaurant we wish to honor that history by building a train reproduction that will remind people of the enormous impact train travel played during this period of American history. We will insert into our menu a description of this story so that young people will understand the role trains and food played in settling the west. 1/26/2022 Cowboy Jack's PD - 290 Text Amendment .:,.:.:.. City Council Apple Valley 1-27-22 Action Requested Pass ordinance amending Planned Development-290 to reduce the building setback from 30' to 20' along all other streets in Zone 1. (Recommend waiving second reading.) APPValley 1 1/26/2022 Site Location 134190 . ' RIM 4. -''--.4 ' V '' / 1 . V ' ' llt , . ' %-",,,' " I 0-, lc- t--,- 'p.,, ,; , , ,--- . ., ..„ . I 1 Proposed i 4-4.. 11 1 t I [at-1 tP- 44'4%. ... Project Site V 6 I l . 4 v 1 q 4 4 4 . ••• ,, ' •..... _ •:::•:::. Apple Valley Illihr.". . . -,ka1117.—"-- Site Plan \. %6F,....4,.. .e . , 1 , , Not-- -..-:.7,, , -- _ _ , .„.„ ,,,....,1, KITCHEN WEL PICiiii:4 \. .......1...-1 i - \ \ F.T. h___, 11 I ' 1 mini-,-,:!-- EVENT CENTER ''.21\ 4° NESTAUFMT i..... iMIE1 limilrF.111 ,tir.„,..v.r.itl /-i'L- EXISTING PARKING LOT .:::K.. Apple Valley ...., 2 1/26/2022 Site Survey 1 ,OT 2 \ \ \ Ap o.LOT i.mcai N90•CPWE p V \ 24E.63 \.P \\ Ili 7' mexw \ 9 y IXSTG EMUSs �/ (�b f BUILDING a s, sra m \ 8� \ s J I\ Existing Condition/Proposed SITE PLAN DETAIL '53.= REPLACE P 7.. EA.GATES , a ,�E T \ fi SETBACK LINE-_- - _ i/;%: '6-_,L• _Z5 fi cp ,,%\ NEW 3'EONERETE = hL� SLOPED TODRAIN 'M - - PROTECT OSWSSPOUT / - • 1 4 2 EX.TREE LANDSCAPE EDGE ''�I I, T., 14 \ ,,\ EXI5PNG / ICo 1 .3%2- roRENAIry BUILDING %..x2oQf g54s \' NEW CONCRETESa.g 11 G 6 °4-,: `�. SLOPED TO DRAIN I' •:Tn.i^',:T / ` P REI.IOVEPOST _ \ -',/ INDICATOR VALVE - { � :� E INSTALL'JALVE '�' ,, '-TO REMAIN covE�nTCRAVE ia55.0. &.' Tp•Pg sT. 1 �' _ 5 4 "'11 e. n 54.6 T_,V/ APPValley c ;.,//' REPLACE EX.CQIG. , r, ,. Y DISTURBED IT /J CONSTRICTION 3 1/26/2022 ATTEILVEN Elevations roM c...wiowa R LAMES ron MIMEO NTH 1 1 wTrraa rcw.sl i gi 1 EXT..,CUCAFTE — r r III '?H ti AIXX HOODEXHAUST ROOF 1'd• wnrmwjk.l'f Rom r-. Nvu ! II.EAST*(6Y6 Lk311i.Pi AL Fjk, 11111111111111J 1111 C1N]PY SSEH VY rEi e vni H RDlEl RR I. uuu D ill L SJM3 hT 11111L[L11111 IIIIIIIIWIll TRM©[NO 1 \ II pISRCMER wf][]C=_ iORnf.EIPnfMs IIIIIIIIIIIIIIIIII �IfhERER:Ey" i•iC I 1 I MEAL PLASM. TT� AppValley I II li I EAST ELEVATION Action Requested Pass ordinance amending Planned Development-290 to reduce the building setback from 30' to 20' along all other streets in Zone 1. (Recommend waiving second reading.) AppValley 4 • ITEM: 5.D. ..... :�. Apple COUNCIL MEETING DATE: January 27, 2022 Valley SECTION: Regular Agenda Description: Authorize Receipt of Cemetery Advisory Committee Applications through February 28, 2022, to Fill Vacancy Staff Contact: Department/ Division: Pamela J. Gackstetter City Clerk's Office ACTION REQUESTED: Acknowledge completion of service on the Cemetery Advisory Committee by Jay Hoekstra, direct staff to post the vacancy, and invite individuals interested in serving on the Cemetery Advisory Committee to submit an application to the City Clerk by February 28, 2022. SUMMARY: Committee Member Jay Hoekstra notified the City he will be ending his service on the Cemetery Advisory Committee at the completion of his term on March 1, 2022. Because this will create a vacancy, 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 28, 2022. A draft announcement regarding the vacancy is attached for your review. An appointment could then be made in March. BACKGROUND: This seven-member Committee is a standing committee with the responsibility to advise the City Council on matters relating to the operation, care, and maintenance of Lebanon Cemetery of Apple Valley, as well as cemetery land needs. The Cemetery Advisory Committee votes on recommendations, which are then sent to the City Council for consideration. The Committee shall also have the purpose and duties imposed upon it by Minnesota public cemetery laws. This Committee meets the third Tuesday in January, April, July, and October, beginning at 2:00 p.m., at the Municipal Center. A minimum of six Committee Members must be residents of Apple Valley. The Council may appoint one member who is not a resident of Apple Valley, but who is employed by or owns/operates a business within Apple Valley, provided that person has a unique background or experience relevant to cemetery-related issues. BUDGET IMPACT: N/A ATTACHMENTS: Notice ... .... ..... ••• City of Applell Valley MEMO City Clerk's Office CITY OF APPLE VALLEY ANNOUNCEMENT OF CEMETERY ADVISORY COMMITTEE VACANCY A vacancy currently exists on the City of Apple Valley's Cemetery Advisory Committee for a three-year term ending March 1, 2025. The seven-member Cemetery Advisory Committee is a standing committee with the responsibility to advise the City Council on matters relating to the operation, care, and maintenance of Lebanon Cemetery of Apple Valley, as well as cemetery land needs. The Cemetery Advisory Committee votes on recommendations, which are then sent to the City Council for consideration. The Committee shall also have the purpose and duties imposed upon it by Minnesota public cemetery laws. This Committee meets the third Tuesday in January, April, July, and October,beginning at 2:00 p.m., at the Municipal Center. The City Council will fill this vacancy by appointment. Persons interested in submitting their names for consideration must file an application with the City Clerk by 4:30 p.m., February 28, 2022. Application forms can be obtained at the office of the Apple Valley City Clerk, at 7100 147th Street W., Apple Valley, Minnesota 55124; on the City of Apple Valley's website at www.cityofapplevalley.org; or by calling 952-953-2506. DATED this 27th day of January, 2022. Pamela J. Gackstetter City Clerk • ••• ITEM: 7. ..... .... Apple COUNCIL MEETING DATE: January 27, 2022 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 Urban Affairs Advisory Tuc./Jan. 25 6:00 p.m. Municipal Center Committee Mccting CANCELLED Wed./Jan. 26 9:00 a.m. Municipal Center Firefighters Relief Association Board Meeting Thur./Jan. 27 6:00 p.m. Municipal Center EDA Meeting Thur./Jan. 27 7:00 p.m. Municipal Center Regular City Council Meeting Wed./Feb. 2 7:00 p.m. Municipal Center Planning Commission Meeting Sat./Feb. 5 Johnny Cake Ridge 2022 Mid-Winter Fest Park West Tue./Feb. 8 6:00 p.m. Municipal Center Informal Parks & Recreation Advisory Committee Meeting Tue./Feb. 8 7:00 p.m. Municipal Center Regular Parks & Recreation Advisory Committee Meeting Thur./Feb. 10 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Feb. 10 7:00 p.m. Municipal Center Regular City Council Meeting Wed./Feb. 16 7:00 p.m. Municipal Center Planning Commission Meeting Mon./Feb. 21 City Offices President's Day Closed Tue./Feb. 22 6:00 p.m. Municipal Center Urban Affairs Advisory Committee Meeting Wed./Feb. 23 9:00 a.m. Municipal Center Firefighters Relief Association Board Meeting Thur./Feb. 24 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