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HomeMy WebLinkAbout2025-04-24 Meeting1. 2. 3. 4. Meeting Location: Municipal Center 7100 147th Street West Apple Valley, Minnesota 55124 April 24, 2025 CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM Call to Order and Pledge Approve Agenda Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of April 10, 2025, Regular Meeting B. Proclaim May 4 - 10, 2025, as "Drinking Water Week" C. Proclaim April 2025 as "Fair Housing Month" D. Approve Issuance of Temporary On -Sale Liquor Licenses for Apple Valley American Legion, Post 1776, at 14521 Granada Drive on July 3- 4, 2025, and August 16, 2025 E. Approve State Gambling Exempt Permit for RVPE Foundation at Valley Middle School, 900 Gardenview Drive, on June 20, 2025 F. Adopt Resolution Amending 2024 Operating Budget for Specific Items G. Adopt Resolution Amending 2025 Operating Budget for Specific Items H. Adopt Resolution Approving Changes to Public Works Department Policy Manual I. Approve 2025-2026 Goal Setting Focus Session Summary J. Adopt Resolution for Approval of Dakota County to Join the Minnesota Valley Transit Authority Board of Commissioners K. Adopt Resolution Approving Plans and Specifications for Project 2022- 111, Apple Valley 1 lth and 12th Additions Electrical Conversion Phase 1, and Authorizing Advertisement for Receipt of Bids, on May 12, 2025, at 10:00 a.m. L. Approve Agreement with Metropolitan Council for 2025 Community Assisted Lake Monitoring Program M. Adopt Resolution Awarding Agreement for Project 2023-133, EVR-P 11 Pond Enhancements N. Adopt Resolution Awarding Agreement for Project 2025-115, Contract Ash Tree Stump Removal and Sidewalk Replacement O. Approve Change Order No. 31 to Agreement with Terra General Contractors, LLC, d/b/a Terra Construction, for Project 2024-187, Family Aquatic Center Improvements (2023 Parks Bond Referendum) P. Approve Claims and Bills Q. Approve Personnel Report 5. Regular Agenda Items A. Proclaim April 20-26, 2025, as "Volunteer Recognition Week" in Apple Valley B. Proclaim April 30, 2025, as "National Therapy Animal Day" C. Vacation of Drainage and Utility Easements on Outlot A, Orchard Place 4th Addition (Preliminary Platted as McDonalds at Orchard Place) 1. Hold Public Hearing D. Orchard Place 5th Addition (Lot 1, Lot 2, Outlot B Only) Rezoning 1. Pass Ordinance Rezoning of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development) 2. Pass Planned Development Ordinance Applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) E. Orchard Place 5th Addition 1. Adopt Resolution Approving Subdivision by Preliminary Plat of Outlot D, Orchard Place 2nd Addition into Two Lots and Two Outlots by Orchard Place 5th Addition F. Skyline Social & Games 1. Adopt Resolution Approving Site Plan/Building Permit Authorization to Allow for Construction of a 46,550 sq. ft. Indoor Commercial Recreation Facility and Class I Restaurant with an Associated 51,150 sq. ft. Outdoor Recreation Facility and Patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat) G. Orchard Place Apartment Development Site Plan and Building Permit Authorization 1. Adopt Resolution Approving Site Plan/Building Permit Authorization for a 135-Unit Multi -Family Residential Apartment Building on Lot 2, Block 1, of the Proposed Orchard Place 5th Addition 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's webs ite at www. applevalleymn.gov •: 0000 ITEM: 4.A. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve Minutes of April 10, 2025, Regular Meeting Staff Contact: IDepartment / Division: Christina M. Scipioni, City Clerk ICity Clerk's Office ACTION REQUESTED: Approve the minutes of the regular meeting of April 10, 2025. SUMMARY: The minutes from the last regular City Council meeting are attached for review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes City of Apple Valley Dakota County, Minnesota April 10, 2025 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held April 10, 2025, at 7:00 p.m. Present: Mayor Hooppaw; Councilmembers Bergman, Grendahl, Hiebert, and Melander. Absent: None. City staff members present were: City Administrator Lawell, City Clerk Scipioni, City Attorney Bauer, City Engineer Anderson, Community Development Director Benetti, Parks and Recreation Director Carlson, Deputy Police Chief Dahlstrom, Police Chief Francis, Assistant City Administrator Grawe, Human Resources Manager Haefner, Finance Director Hedberg, Fire Chief Nelson, Public Works Director Saam, and Associate Planner Stroeing. 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 the Agenda MOTION: of Grendahl, seconded by Hiebert, 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. Bernie Baumann, 15643 Duck Crossing Way, stated concerns regarding state housing legislation. 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 Bergman, approving all items on the consent agenda with no exceptions. Ayes - 5 - Nays - 0. Consent Agenda Items A. Approve the minutes of the regular meeting of March 27, 2025. B. Adopt Resolution No. 2025-49 setting public hearing at 7:00 p.m. on May 8, 2025, for 2025 Special Assessment Roll No. 697 — delinquent utilities. C. Proclaim June 27 to July 5, 2025, as "The 59th Annual Apple Valley Freedom Days Celebration" and designate it a Community Festival. CITY OF APPLE VALLEY Dakota County, Minnesota April 10, 2025 Page 2 D. Approve change of corporate officers in connection with On -Sale Liquor License and Special License for Sunday Liquor Sales at Texas Roadhouse Holdings, LLC, d/b/a Texas Roadhouse, located at 5545 157th Street W. E. Approve State Gambling Exempt Permit for Apple Valley Rotary Scholarship Foundation to hold a raffle on May 13, 2025, at Valleywood Golf Course, 4851 McAndrews Road. F. Approve State Gambling Exempt Permit for Apple Valley Community Crime Prevention Association to hold a raffle on May 4, 2025, at CrossFit Templar, 14608 Felton Court. G. Approve agreement, including a repurchase agreement, with Markid Properties II, LLC, for City -owned properties known as the Central Village West Site, located at 7153 153rd Street W. and 7169 152nd Street W. H. Adopt Resolution No. 2025-50 amending the Fixed Asset Policy. I. Adopt Resolution No. 2025-51 approving plans and specifications for Project 2025-104, Johnny Cake Ridge Road (147th to 140th Street) Improvements, and authorizing advertisement for receipt of bids on May 6, 2025, at 10:00 a.m. J. Adopt Resolution No. 2025-52 approving plans and specifications for Project 2025-105, 2025 Street Improvements, and authorizing advertisement for receipt of bids on April 29, 2025, at 10:00 a.m. K. Adopt Resolution No. 2025-53 awarding agreement for Project 2025-103, 2025 Micro Surfacing to Fahrner Asphalt Sealers, LLC. L. Approve agreement for Project 2025-118, 2025 Concrete Removal & Replacement Services with Ron Kassa Construction, Inc. M. Declare Kelley Park playground equipment as surplus and authorize disposal or auction and approve agreement with Auction Masters, Inc., to host an online auction. N. Approve payment to Dakota Electric Association to bury overhead powerlines and provide power for Project 2024-189, Redwood Park Reconstruction (2023 Parks Bond Referendum). O. Approve Change Order No. 1 to the agreement with Pro-Tec Design, Inc., for Police Operations — Card Readers and Cameras. P. Approve Change Order No. 10 to various contractors for Project 2021-172, Police Garage. CITY OF APPLE VALLEY Dakota County, Minnesota April 10, 2025 Page 3 Q. Approve the claims and bills. R. Approve the personnel report. Regular Agenda A. Introduction and Oaths Of Office of Police Officers Police Chief Francis introduced Police Officers Mitchell Taylor and Ethan Solheid. City Clerk Scipioni administered the oath of office. Their family members pinned their badges. The City Council congratulated Officers Taylor and Solheid on the end of their field training and thanked them for their service to the City. B. PHS Apple Valley Senior Housing, Inc. - Orchard Path Phase III Project Mr. Hedberg stated the City has received a request from PHS Apple Valley Senior Housing, Inc., to issue up to $35,000,000 of Senior Housing Revenue Bonds to finance the construction of 75 independent -living units as an addition to the existing PHS Orchard Path project at Cobblestone. The current Orchard Path project is currently comprised of 175 independent living units, 58 assisted living units, and 20 memory care units. These bonds are payable only from the revenues of PHS Apple Valley Senior Housing, Inc., and are not an obligation of the City of Apple Valley and will not impact the City's bond ratings through Moody's and Standard and Poor's. Mayor Hooppaw called the public hearing to order at 7:18 p.m. to consider the issuance of up to $35,000,000 of Senior Housing Revenue Bonds to finance the construction of 75 independent - living units as an addition to the existing PHS Orchard Path project at Cobblestone. The Mayor asked for questions or comments from the Council or audience. There were none and the hearing was declared closed at 7:18 p.m. Grendahl expressed concerns about the potential changes at the federal level regarding the tax- exempt status of municipal bonds. MOTION: of Bergman, seconded by Hiebert, adopting Resolution No. 2025-54 approving second amended and restated housing program and issuance and sale of Senior Housing Revenue Bonds, Series 2025, relating to a senior housing and health care project. Ayes - 4 - Nays — 1 (Grendahl). C. Bethel Assemblies of God Conditional Use Permit for Wireless Communications Monopole Ms. Stroeing stated Buell Consulting, on behalf of Cellco Partnership (d/b/a Verizon Wireless), and Bethel Assemblies of God, the property owner, request consideration of a conditional use permit (CUP) to construct an 86' tall wireless communications tower (cell tower) at 14201 Cedar Ave. The proposed location of the tower is in the south end of the parcel, adjacent to 143rd St W. The tower is requested to enhance the network coverage and capacity for wireless communication in the surrounding area. The construction of the cell tower will include an CITY OF APPLE VALLEY Dakota County, Minnesota April 10, 2025 Page 4 equipment pad and generator. A public hearing was held at the March 5, 2025, Planning Commission meeting. Responses to public comments and questions were provided at the March 19, 2025, Planning Commission meeting. The Planning Commission voted 6-0 to recommend approval of the CUP subject to conditions 1 through 15 as listed in the proposed resolution. Staff have continued to receive comments related to the CUP request. Additional public comments that have been received were included in the Council packet. The Council discussed the request. MOTION: of Melander, seconded by Bergman, adopting Resolution No. 2025-54 approving a Conditional Use Permit for an 86-foot-tall wireless communications tower at Bethel Assemblies of God Church, located at 14201 Cedar Ave. Ayes - 5 - Nays - 0. D. Airport Runway Construction Update Mr. Grawe and Councilmember Bergman provided an update regarding upcoming construction at Minneapolis -St. Paul International Airport. This year, Runway 12R-30L (South Parallel Runway) will be closed for two periods, April 14 to May 23 and August 18 to September 26. These runway closure periods will alter aircraft arrival and departure procedures and will redistribute aircraft overflights and associated noise over surrounding communities, including Apple Valley. Communications Chief Nelson highlighted the Fire Department's annual firefighter recruitment efforts, which are underway until April 30. Chief Francis shared information regarding the Sensory Friendly Easter Egg Hunt on April 19 and the Autism Acceptance Patch Hunt that will be held April 21 to 25. Mayor Hooppaw reminded the community that the Apple Valley Home and Garden Expo is Saturday, April 12 from 9 a.m. to 3 p.m. at Eastview High School. Calendar of Upcoming Events MOTION: of Grendahl, seconded by Hiebert, 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. Adjourn MOTION: of Bergman, seconded by Grendahl, to adjourn. Ayes - 5 - Nays - 0. The meeting was adjourned at 7:56 p.m. CITY OF APPLE VALLEY Dakota County, Minnesota April 10, 2025 Page 5 Respectfully Submitted, Christina M. Scipioni, City Clerk Approved by the Apple Valley City Council on April 24, 2025. Clint Hooppaw, Mayor •: 0000 ITEM: 4.B. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Proclaim May 4 - 10, 2025, as "Drinking Water Week" Staff Contact: IDepartment / Division: Brian Skok, Public Works Superintendent - Utilities JUtilities Division ACTION REQUESTED: Proclaim May 4 through May 10, 2025, as "Drinking Water Week" in the City of Apple Valley. SUMMARY: Attached is a Drinking Water Week proclamation for the City Council's consideration. The proclamation recognizes drinking water as a valuable natural resource for residents. Citizens are reminded of the importance of water for public health protection, fire protection, support for the economy, and our quality of life. The proclamation calls upon citizens of Apple Valley to help protect our water resources to ensure that future generations will enjoy the benefits of safe drinking water. BACKGROUND: For more than 40 years the American Water Works Association and its members have celebrated Drinking Water Week — a unique opportunity for both water professionals and the communities they serve to join together in recognizing the vital role water plays in our daily lives. BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, water is a valuable natural resource in Apple Valley, delivering public health protection, fire protection, support for our economy, and the quality of life we enjoy; and WHEREAS, measures of a successful society such as low mortality rates, economic growth and diversity, productivity, and public safety are in some way related to access to safe water; and WHEREAS, consumption of tap water as an alternative to bottled water is a safe and cost effective practice that consumes less energy and produces less plastics in the environment; and WHEREAS, we are all stewards of the environment and water infrastructure upon which future generations depend. NOW, THEREFORE, the City Council of Apple Valley, Dakota County, Minnesota, does hereby proclaim the week of May 4 through May 10, 2025, as: DRINKING WATER WEEK in Apple Valley and calls upon each citizen of Apple Valley to help protect our source waters from pollution, to practice water conservation, and to get involved in local water issues. PROCLAIMED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk •: 0000 ITEM: 4.C. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Proclaim April 2025 as "Fair Housing Month" Staff Contact: Department / Division: Tim Benetti, Community Development Director Community Development Department ACTION REQUESTED: Proclaim April 2025 as "Fair Housing Month" in the City of Apple Valley. SUMMARY: The St. Paul Area Association of Realtors (SPAAR) has requested the City of Apple Valley recognize April as Fair Housing Month. Observed annually, Fair Housing Month commemorates the passage of the Fair Housing Act, signed into law by President Lyndon B. Johnson on April 4, 1968. Mayor Hooppaw is sponsoring this proclamation in support of SPAAR's efforts to promote awareness and action around fair housing issues. BACKGROUND: SPAAR is a professional organization representing more than 8,000 realtors across 12 counties and over 200 cities and townships in Minnesota. According to Simon Opatz, SPAAR's Government Affairs Director, the organization is committed to collaborating with municipalities to strengthen Minnesota's communities by promoting fair housing, homeownership, and sustainable community development. Opatz emphasized that, "with the homeownership gap continuing to widen, this issue is more important than ever." The City's adopted 2040 Comprehensive Plan affirms the principles of the Fair Housing Act and identifies the need to provide a diverse and high -quality housing stock that meets the needs of current and future residents. BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY DAKOTA COUNTY, MINNESOTA PROCLAMATION RECOGNIZING FAIR HOUSING MONTH WHEREAS, The Fair Housing Act, enacted on April 11, 1968, enshrined into federal law the goal of eliminating racial segregation and ending housing discrimination in the United States; and WHEREAS, the Fair Housing Act prohibits discrimination in housing based on race, color, religion, sex, familiar status, national origin, and disability, and commits recipients of federal funding to affirmatively further fair housing in their communities; and WHEREAS, the City of Apple Valley is committed to the mission and intent of Congress to provide fair and equal housing opportunities for all; and WHEREAS, the City's adopted 2040 Comprehensive Plan specifically references the Fair Housing Act and the need to provide a balanced stock of high -quality housing to meet the diverse needs of existing and future residents; and WHEREAS, our social fabric, the economy, health and environment are strengthened in diverse, inclusive communities; and WHEREAS, acts of discrimination and barriers to equal housing opportunity are counter to a common- sense of decency and fairness. NOW, THEREFORE, the City Council of the City of Apple Valley, Dakota County, Minnesota, hereby declares the month of April, 2025 as FAIR HOUSING MONTH in the City of Apple Valley as an inclusive community committed to fair housing, and to promoting appropriate activities by private and public entities to provide equal housing opportunities for all residents and prospective residents of Apple Valley. ADOPTED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk •: 0000 ITEM: 4.D. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve Issuance of Temporary On -Sale Liquor Licenses forApple ValleyAmerican Legion, Post 1776, at 14521 Granada Drive on July 3-4, 2025, and August 16, 2025 Staff Contact: IDepartment / Division: Stephanie Marschall, Deputy City Clerk ICity Clerk's Office ACTION REQUESTED: Approve issuance of Temporary On -Sale Liquor Licenses to Apple Valley American Legion, Post 1776 for use on July 3-4, 2025, and August 16, 2025, in the park/pavilion area located at 14521 Granada Drive. SUMMARY: Apple Valley American Legion, Post 1776, has submitted applications for a 1 to 4 Day Temporary On -Sale Liquor License. The applications request licenses for liquor in the park/pavilion area located at 14521 Granada Drive. Staff have reviewed the applications and find them in order for approval. BACKGROUND: Following approval by the City Council, Temporary On -Sale Liquor Licenses are issued by the Minnesota Department of Public Safety, Alcohol and Gambling Enforcement Division. BUDGET IMPACT: N/A •: 0000 ITEM: 4.E. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for RVPE Foundation at Valley Middle School, 900 Gardenview Drive, on June 20, 2025 Staff Contact: IDepartment / Division: Christina M. Scipioni, City Clerk ICity Clerk's Office ACTION REQUESTED: Approve issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to RVPE Foundation, for use on June 20, 2025, at Valley Middle School, 900 Gardenview Drive, and waive any waiting period for State approval. SUMMARY: RVPE Foundation submitted an application for a gambling event to be held at Valley Middle School, 900 Gardenview Drive, on June 20, 2025. The application is on file in the City Clerk's Office. 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 •: 0000 ITEM: 4.F. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution Amending 2024 Operating Budget for Specific Items Staff Contact: Department / Division: Ron Hedberg, Finance Director IFinance Department ACTION REQUESTED: Adopt resolution amending 2024 Operating Budget for specific items. SUMMARY: The City Council is requested to consider a resolution amending the 2024 operating budget for how use of the Minnesota Public Safety Aid received in 2023 is presented in the financial statements and operating budget. In addition, there is a reduction of expenses and revenues for replacement of the body worn cameras that was not completed in 2024 and would be completed in 2025. BACKGROUND: The original budget included $183,310 in intergovernmental revenue for the use of Public Safety Aid for a police officer position, because this revenue was actually received in 2023 it should be shown as a reduction of fund balance in 2024. The 2024 budgeted revenues were amended for the use of Public Safety Aid for the purchase of a police car addition in the amount of $75,000. This use of Public Safety Aid received in 2023 should also be shown as a use of fund balance. The 2024 budget was also amended for the replacement of the body worn camera system. The purchase was not completed in 2024 and would be added to a 2025 budget amendment. The 2024 budgeted revenues and expenses are reduced $242,262. BUDGET IMPACT: The items included in the budget amendment result in a net decrease in budgeted expenditures and revenues for the General Fund of $242,262, hi addition to a reduction of revenues of $258,310 representing the use of Public Safety Aid received in 2023. ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2024- RESOLUTION AMENDING 2024 BUDGET FOR SPECIFIC ITEMS WHEREAS, the 2024 budget includes the Minnesota State Public Safety Aid received in 2023 as revenue source in 2024; and WHEREAS, the Minnesota State Public Safety Aid received in 2023 should be presented as a use of fund balance in the year of expending; and WHEREAS, the 2024 budget was amended for the purchase of Body Worn Cameras which was not purchased until 2025; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley that the following budget adjustments be made to the 2024 budget. Account 2024 Additional Department Description Code (reduced) Amount Police Body Worn Cameras and In Car Cameras Subtotal General Fund- Expenditures Police Public Safety Aid Police Public Safety Aid Police Public Safety Aid Subtotal General Fund - Revenues ADOPTED this 24th day of April, 2025. ATTEST: Christina M. Scipioni, City Clerk 1200.6740 (242,262) $ (242,262) 1001.4110 1001.4141 1001.4110 Clint Hooppaw, Mayor (75,000) (183,310) (242,262) $ (500,572) •: 0000 ITEM: 4.G. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution Amending 2025 Operating Budget for Specific Items Staff Contact: Department / Division: Ron Hedberg, Finance Director IFinance Department ACTION REQUESTED: Adopt resolution amending 2025 Operating Budget for specific items. SUMMARY: The City Council is requested to consider a resolution amending 2025 operating budget for items that are proposed to be funded by anticipated savings within the 2025 budget or by realigning other sources. By realigning these budget resources these items will be completed during 2025. BACKGROUND: Please see the attached exhibit for additional information on each of the proposed items. BUDGET IMPACT: The items included in the budget amendment result in a net increase in budgeted expenditures for the General Fund of $436,962, General Fund revenues would be increased $9,700, and the use of General Fund Balance in the amount of $427,262. The budgeted expenditures for the Cable Non -PEG Franchise Fund would be increased $1,400 and Valleywood Fund expenditures would increase $14,100. /_N i r_T91:I►yi 14 ,11Rs Exhibit Resolution (Council Meeting Date 04-24-25) BACKGROUND Information Technology (IT) —Host Server / SAN Storage Expansion (1030.6725) Amount IT has been working on finalizing the addition of two storage area networks, they were ordered in 2024 but will not be received or installed until 2025. The funding is proposed to come from unspent capital outlay in 2024 and the amounts were assigned in fund $185,000 balance for 12-31-2024. Finance — Standing Desks Legs (1035.6720) Amount Department staff are adding adjustable standing desk legs in the department and available funding comes from full-time position vacancies in the Finance Department. $ 1,150 Community Development — Standing Desk Legs and Chairs (1100.6720) Amount Department staff is adding adjustable standing desks legs and replacing office chairs in the department and available funding comes from full-time position vacancies in the $ 2,100 Community Development Department. Community Development — Additional Consulting Services (1100.6235) Amount With the two vacancies in the Community Development Department, it is necessary to engage a consultant to help with various planning projects. The funding will come from $ 75,000 position savings resulting from vacancies in the Community Development Department. Police Dept —Fitness Training Services (1200.6235) Amount In 2024 the Police Department conducted a pilot fitness program for officers and the Department has found it to be a success with officers participating in twice weekly group workouts. Officers have participated in over 40 workouts with average attendance of between 10-16 department members. In addition, 14 officers are currently engaged in individual training plans to better their individual health. These metrics suggest this is the most successful wellness initiative in our department's $14,400 history. The funding would come from amounts included in the 2025 budget for the pilot program in addition to salary savings from vacant positions. Police Dept — Replacement of Body Worn Camera System (1200-6740) Amount Department Staff are requesting the replacement of the body worn camera system used by officers along with purchasing thirteen of the in -car systems. The existing body worn cameras have reached the end of their useful life. The new system comes with $ 242,262 five-year warranty protection. Funding for the purchase is proposed to come from the use of the Minnesota State Public Safety Aid received in 2023. Fire Dept — Firefighters Photos (1300-6399) Amount Fire Department staff is seeking to finish a photo project started in the prior year. These photos will be displayed at each of the fire stations. Funding would come from $ 6,000 redirecting budgeted amounts from the Flowmeter testing equipment. Fire Dept — EV Stored Energy Awareness Training (1300-6275) Amount Department Staff are requesting to conduct training on electric vehicles (EV) and stored energy awareness. The funding would come from a reimbursement from the Minnesota $ 9,700 Board of Firefighting Trainings and Education (MBFTE) department. Cable TV Non -PEG Fund— Used Office Cubicle Walls (4812.6740) Amount Cable staff have acquired some used Herman Miller cubicle walls for installing in the lower level at the Municipal Center. $1,400 The funding comes from the Non -PEG Cable Franchise Fund. Valleywood— Equipment (2205.6740) Amount Valleywood is looking to replace a few pieces of equipment, including the replacement of the AV projector, the purchase of a Chipper and the purchase of a Turf Broom. The AV projector was budgeted in 2024 but was not completed by year end and funding $35,600 would come from Valleywood Fund Balance. The funding for the other pieces would come from currently budgeted Capital Outlay- Furniture. CITY OF APPLE VALLEY RESOLUTION NO. 2025- RESOLUTION AMENDING 2025 BUDGET FOR SPECIFIC ITEMS WHEREAS, certain 2025 activities and purchases were not included in the original 2025 adopted budget; and WHEREAS, funding exists to complete these projects from existing budget savings or additional resources; and WHEREAS, certain 2025 program budget savings are requested to be reassigned; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley that the following budget adjustments be made to the 2025 budget. Account 2025 Additional Department Description Code (reduced) Amount Information Technology Two Storage Area Networks Finance Standing Desk Legs Finance Savings - Fulltime Salaries- Position Vacancy Community Development Standing Desk Legs and Chairs Community Development Savings - Fulltime Salaries- Position Vacancy Community Development Consultant Services Community Development Savings - Fulltime Salaries- Position Vacancy Police Fitness Training Services Police Redirect Peer Support Police Savings - Fulltime Salaries- Position Vacancy Police Body Worn Cameras and In Car Cameras Fire Fire Dept. Photos Fire Fire Redirect Flowmeter Test Equipment Fire Training -EV-Stored Energy Subtotal General Fund- Expenditures Fire State Grant MBFTE Funding for EV Training Subtotal General Fund - Revenues Information Technology Use of 2024 Assigned Fund Balance Police Use of Public Safety Aid Fund Balance Subtotal General Fund — Use of Fund Balance Cable — Non -PEG Fr. Fees Used Herman Miller Cubical Walls Valleywood AV Projector Valleywood Turf Broom Valleywood Chipper Valleywood Redirect Capital Outlay / Furniture Subtotal Other Funds- Expenditures 1030.6725 $ 185,000 1035.6720 1,150 1035.6110 (1,150) 1100.6720 2,100 1100.6110 (2,100) 1100.6235 $75,000 1100.6110 (75,000) 1200.6235 14,400 1200.6229 (7,000) 1200.6110 (7,400) 1200.6740 242,262 1300.6229 6,000 1300.6211 (6,000) 1300.6275 9,700 $ 436,962 1001.4110 9,700 $ 9,700 1000.3610 $ 185,000 1000.3610 242,262 $ 427,262 4812.6740 $ 1,400 2205.6740 14,100 2205.6740 7,400 2205.6740 14,100 2205.6740 (21,500) $ 15,500 ADOPTED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk 0 0000 ITEM: 4.H. 000 0040 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving Changes to Public Works Department Policy Manual Staff Contact: IDepartment / Division: Matt Saam, Public Works Director jPublic Works Department ACTION REQUESTED: Adopt resolution approving changes to the Public Works Department Policy Manual. SUMMARY: One of the prior year goals for Public Works was to update the Department's Policy Manual. The manual is made up of sections based on each of the various department divisions within Public Works. Each section contains policies that describe how the various divisions complete work tasks. The Public Works Policy Manual was initially adopted by the City Council in 2010. Since then, there have been revisions/changes to the manual on an as - needed basis. The frequency of these changes has been every 1-2 years, on average. Since it has been over 10 years from the initial adoption of the manual, Public Works staff thought it was timely to complete a thorough review of the manual. Staff recently reviewed the manual and found many areas that could be updated. A summary of the proposed revisions is below: Streets • Snow and Ice Control updates o Updated the amount of plow routes o Removed sand from material use o Updated equipment list o Utilize EverBridge notification system for plowing deployment o Updated anti -icing operations o Updated sidewalk/trail plowing maps based on previous Council discussion • Street Sweeping map updated • Boulevard Tree Maintenance updates o No new or replacement tree in boulevard o Updated service request process to use Cartegraph/Asset Management system • Driver Feedback Equipment — updated current sign inventory Utilities « Updated Infrastructure Amounts for Water/Sanitary Sewer « Updated Processes For: o Watermain leak detection — 1/3 annually o Hydrant flushing and repairs o Well inspection intervals o Storage Reservoir/Tank inspection intervals o Sewer main televising o Sewer main cleaning intervals o Pipe rehab methods • Water/Sewer Services — clarified responsibility for frozen services • Added New Section for Storm Sewer o Clarified Utilities vs. Streets maintenance responsibilities • On -Call Duty — clarified supervisor responsibilities Natural Resources • Emerald Ash Borer (EAB) Management o Updated EAB program o Replacement trees on private property (front yards) only • Added New Sections related to Municipal Separate Stormwater System (MS4) Requirements o Covers Pollution Prevention Program • Updated Natural Resources Management Plan (NRMP) Section — based on recent Council adopted ordinance revisions • Added New Section on Aquatic Plan Management o Defines City involvement with plant management (Long and Farquar Lakes) o Consistent with Burnsville management of shared lakes (Alimagnet, Keller and Lac Lavon) Engineering o Replaced List of Specs/Detail Plates with Web Link • Revised Allowable Pipe Material for Watermain Updated Pedestrian Crosswalk Policy to Align with County's Pedestrian Crossing Safety Assessment Building Inspections « Updated Special Inspections Policy to Current 2020 Building Code Requirements • Created Footing/Foundation Permit Process Administration M Minor Updates to Uniform Policy BACKGROUND: Previously, the City Council discussed the proposed updates to the Policy at their January 9, 2025, December 14, 2023, and November 10, 2022, Informal Council meetings. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Policy CITY OF APPLE VALLEY RESOLUTION NO.2025- A RESOLUTION APPROVING CHANGES TO ALL SECTIONS OF THE PUBLIC WORKS DEPARTMENT POLICY MANUAL WHEREAS, the League of Minnesota Cities encourages municipalities to develop written policies to guide practices and procedures for certain public works services; and WHEREAS, the Public Works Department has consolidated current public works related policies into a Public Works Department Policy Manual; and WHEREAS, City staff has recommended revisions to certain sections of said policy manual. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: Revisions to all Sections of the Public Works Department Policy Manual are hereby approved, effective April 25, 2025. ADOPTED this 24th day of April 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk Public Works Department Public Works Department Policy Manual City of Apple Valley, Minnesota Revised April 24, 2025 INDEX PUBLIC WORKS DEPARTMENT POLICY MANUAL CITY OF APPLE VALLEY, MINNESOTA Revised April 2025 SECTION 1: STREET DIVISION POLICIES 1.01 Snow and Ice Control 1.02 Street Sweeping 1.03 Street Pavement Repair (Pothole) 1.04 Sidewalk and Pathway Maintenance 1.05 Boulevard Tree Maintenance 1.06 Pedestrian Crosswalk 1.07 Street Light Installation Request 1.08 Traffic Sign Management and Retroreflectivity 1.09 Driver Feedback Equipment 1.10 Street Improvement Project Items SECTION 2: UTILITIES DIVISION POLICIES 2.01 Water Distribution System Inspection and Maintenance 2.02 Sanitary Sewer System Inspection and Maintenance 2.03 Water and Sanitary Sewer Service Maintenance and Repair 2.04 Water Meter Installation and Repair 2.05 On -Call 2.06 Storm Sewer System Inspection and Maintenance 2.07 Antenna Policy SECTION 3: NATURAL RESOURCES POLICIES 3.01 Emerald Ash Borer Management 3.02 Municipal Separate Storm Sewer 3.03 MS4 Spill Response Procedures 3.04 MS4 Enforcement Response Procedures 3.05 MS4 Plan Review Procedures 3.06 MS4 Site Runoff Control Inspection Procedures 3.07 Natural Resource Management Plan 1 3.08 Management of Aquatic Plants SECTION 4: ENGINEERING AND INSPECTIONS DIVISIONS POLICIES 4.01 Engineering Design Standards 4.02 Special Inspections 4.03 New Commercial Building Permit Process Issuance SECTION 5: GENERAL POLICIES 5.01 Maintenance Personnel Uniform 5.02 Non -Union Personnel Uniform 5.03 High Visibility Clothing 5.04 Supervisor On Call 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.01 SNOW AND ICE CONTROL POLICY A. Purpose The purpose of the Snow and Ice Control Policy is to establish and maintain uniform definitions and procedures concerning snow and ice control operations for the City of Apple Valley. The City will provide such control in a safe and cost-effective manner, keeping in mind safety, budget, personnel, and environmental concerns. The City may use both City employees and private contractors to provide this service. It is in the City's best interest to have a snow and ice control policy, but because of variability in the weather and conditions, the policy must remain flexible. B. Process and Routes Each year the Public Works Department prepares maps of the City clearly delineating major roads, collector and commercial streets, residential streets, cul-de-sacs, parking lots, Ring Route and designated Central Village sidewalks. These maps are carried aboard snow removal equipment to guide operations in accordance with a prearranged plan to remove snow and ice in a safe and effective manner. The removal of snow and ice from public streets, public parking lots, and other areas identified by the Public Works Director takes precedence over other tasks of the Public Works Department except for emergency situations. C. Commencing Snow Plowing, Anti -Icing, and Deicing Operations The Public Works Director or his designee shall decide when snow and ice control operations shall begin. Snowfalls of approximately two inches or more are plowed. Lesser amounts may require plowing or only the application of deicing chemicals or a sand/salt mixture depending upon weather conditions and snow accumulation. Weather conditions shall be monitored by the Police and Public Works Departments. Conditions are evaluated using information provided by weather forecasts, the National Weather Service, the Apple Valley Police Department, and visual verification. D. Snow Plowing and Ice Control Priorities Snow and ice control operations are prioritized based on street classification as indicated below. This system is established based on general demand criteria such as traffic volume, traffic speed, maintenance of emergency access and other relevant factors. • First Priority —Arterial, Collector and Commercial Streets • Second Priority -- Residential Streets • Third Priority -- Cul-de-sacs and Parking Lots • Fourth Priority -- Ring Route and Designated Central Village Sidewalks Priority ranking may be interrupted by responding to emergency requests for assistance or at the direction of the Public Works Director or his designee. Section 1.01: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley E. Spreading Sand and Deicing Materials Sand and deicing chemicals are used for snow and ice control. Deicing operations use salt or treated salt for temperatures down to approximately 0 degrees F. During periods of extreme cold, salt or treated salt may be mixed with sand. When sand and salt are mixed, ratios vary according to the temperature. Chemicals applied for snow and ice control operations shall be applied at rates determined appropriate by the Public Works Department and generally based upon recommendations in the Minnesota Snow and Ice Control Handbook (Written by MNDOT's Local Road Research Board) with consideration given to past experience and weather forecasting for the following 24 hours. F. Regulating Parking Apple Valley City Code of Ordinances Section 71.18 prohibits parking on any street in the City during any time that snowplowing or snow removal operations are in progress. Section 71.17 of Apple Valley City Code of Ordinances prohibits parking on public streets during the hours from 3:00 a.m. to 6:00 a.m. except as specified under Section 71.17, items 1, 2, and 3. City Code Enforcement personnel shall assist the Public Works Department to address on -street parking during plowing operations. Police, Community Service Officers, and Code Enforcement Officers may issue parking violations during snow plowing or snow removal operations. Vehicles which impede or prevent snow or ice control equipment from proceeding or which are deemed a public safety hazard shall be reported to the Police Department and may be tagged and towed. G. Allowing for Variable Weather Conditions During extraordinary snow and ice events, additional personnel and equipment may be utilized to supplement operations. During periods of extended continuous snowfall or freezing rain, operations may be focused on arterial and collector routes and emergency service delivery locations and may be performed on a limited scale. Snow and ice control operations should be conducted when weather conditions do not endanger the safety of employees or equipment, and when operations are effective. Factors that may delay snow and ice control operations include, but are not limited to, severe cold, significant winds, limited visibility, and rapid accumulation of snow and/or ice. H. Responsibilities and Concerns of Residents Minnesota Statute 169.42 prohibits depositing snow upon public streets and upon any public or privately owned land adjacent thereto without the owner's consent. Therefore, the practice of depositing snow from driveways and walkways in the public street is prohibited within the City. Except for City, County and State public works personnel, no person shall plow snow from City streets unless specifically authorized through contract or written agreement by the City Council Section 1.01: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Snow deposited in driveways and walkways is a result of normal and necessary plowing operations. Most of the City's mainline plowing vehicles are equipped with a front plow and rear wing for two -pass plowing of residential streets. Plows are angled to the right for plowing from the centerline of the street to the curb. For this reason, a certain amount of snow will be deposited in driveways. The cost of maintaining adequate personnel and equipment to clear walkways and driveways of snow deposited during plowing operations is prohibitive. The City will not plow private streets, driveways, or walkways. Snow from public streets will be plowed onto boulevards. Boulevard obstructions ultimately increase costs to taxpayers because of equipment breakage and additional time required to complete snow removal operations. To keep added expenses to a minimum and maximize safety, the City requires a clear zone behind the curb for snow storage. Residents are allowed a mail/media box within the boulevard area. All mail/media boxes must be located behind the curb line and/or shoulder of the road. It is the responsibility of the residents to maintain their mail/media box in a state of good repair. Mail/media boxes should be of sufficient strength to withstand normal maintenance operations. I. Snow and Ice Removal from Sidewalks/Trails Apple Valley City Code of Ordinances Section 96.03 requires owners or occupants of real property to remove snow and ice from public sidewalks within 48 hours of deposit to prevent a public nuisance affecting the safety of the public. The City conducts sidewalk plowing along portions of the Ring Route and the Central Village area due to snow storage challenges, access challenges and public infrastructure that substantially obstruct normal plowing operations. The City will also plow snow from all asphalt surfaced (blacktop) walks/trails within public right-of- way. Additionally, beginning with the 2025226 winter snow season, the City will follow the rules below for sidewalk/trail plowing: 1. The City will plow all 8-foot and wider concrete sidewalk, along collector roadways 2. The City will plow all concrete walk along collector roadways that is adjacent to rear yard areas of single-family home properties The specific locations of sidewalk plowed by the City are delineated in Figure 1.01A within Appendix A of this policy. All other sidewalks are the responsibility of the adjoining property owner. J. Repair of Damaged Property Snow and ice control operations may cause property damage even under the best of circumstances and care on the part of the operators. Items located within the street right-of- way, which extends approximately 13 feet beyond the curb location, are most vulnerable to damage during plowing operation. The intent of the right-of-way is to provide room for snow storage, utilities, sidewalks, and other City and Public uses. The City will repair/replace sod damaged by its snowplows during snow removal operations if reported to the Public Works Department prior to May 1 of the current year. The City does not repair/replace sod damaged due to the application of sand, salt, or other deicing chemicals. Section 1.01: Page 3 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Other damage within the public right-of-way is the responsibility of the property owner including, but not limited to, trees, shrubs, bushes, landscaping materials, decorative rock, and lawn/landscaping irrigation systems. Mailboxes that comply with MN Statute 169.072, MN Rule 8818 and US Postal specifications which are damaged because of direct contact by City snow removal equipment will be temporarily repaired within 48 hours of receiving notification of such damage. If the mailbox and post cannot be temporarily repaired, a portable mailbox will be set in place so mail service may be continued. The City will replace the damaged mailbox structure the following spring with standard No. 1 black, white, or silver mailbox mounted on a 4 x 4-inch treated post. Residents whose mailboxes are knocked down as a result of direct contact by City snow removal equipment may request reimbursement to replace the mailbox structures themselves, relieving the City of any further obligation. Expenses of up to $75 for a single mailbox on a single structure; up to $150 for 2-3 mailboxes grouped on a single structure; up to $225 for 4 or more grouped on a single structure may be requested if the resident so chooses. In such cases, the City will provide portable, temporary mailboxes until the following spring. Mailbox damage must be reported to the Public Works Department prior to May 1 of the current year to qualify for repair or reimbursement. Mailboxes which do not comply with MN Statute 169.072, MN Rule 8818 and US Postal specifications or are damaged due to snow deposited from plows (versus being hit by City snow removal equipment) will not be replaced. The City does not take responsibility for damage to media or paper boxes and does not repair them. K. Managing Complaints and Request for Service During snow and ice control operations, numerous inquiries, complaints, and requests for service are received by the Public Works Department clerical staff. The Streets Division will take measures to keep clerical staff informed and updated regarding snow and ice removal operations (e.g., schedules and breakdowns). The Public Works Department clerical staff shall answer questions and concerns from citizens and record pertinent information related to the inquiry. If the caller requires action which clerical staff is unable to perform, clerical staff shall notify appropriate personnel of inquiries, complaints, and requests for service based on the following. 1. Safety issues affecting the public or City staff shall be forwarded immediately by radio or telephone, or hand delivered to appropriate personnel. 2. Non -safety -related issues shall be forwarded to the appropriate personnel in a timely manner. 3. Property damage (e.g., mailboxes and sod) shall be recorded and turned over to the Streets Superintendent and/or Supervisor through normal channe Section 1.01: Page 4 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley L. Snow and Ice Control Procedures The implementation of snow and ice control operations shall be further guided by procedures as outlined in Appendix A, Snow and Ice Control Procedures. M. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. The Public Works Director may override provisions established within this policy. Adopted by City Council - Resolution 2010-144 Revision adopted by City Council - Resolution 2011-175 Section 1.01: Page 5 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley APPENDIX A SNOW AND ICE CONTROL PROCEDURES This document provides a general summary of procedures used to conduct snow and ice control operations within the City of Apple Valley. It is the intention of the Public Works Department to review the following procedures on an annual basis to make the changes necessary to maximize safety and efficiency. A. Route Delineation and Planning The City street network is divided into six major plow routes, and 13 Residential/Commercial plow routes. The boundaries of plow routes are delineated on the Street Snow and Ice Control Route Map on file in the office of the Public Works Superintendent - Streets. The map is updated annually based on new street construction, refinement in plowing operations, changes in available equipment and other relevant factors. In preparation for the winter season, the Public Works Department conducts a training session with personnel involved in snow and ice control operations. Supervisors review the Snow and Ice Control Policy and plow route maps with staff. Maintenance personnel drive each plow route to inspect road conditions and identify critical areas. B. Available Equipment The City maintains a fleet of equipment to conduct snow and ice control operations. The list of available equipment (as of April 2025) is summarized in Table 1 below. The fleet of equipment available for winter operations may vary depending on mechanical failures, breakdowns, availability of staff, budget and other factors. C. Deployment Table 1: Equipment Equipment Number Single Axel Dump Truck 9 Tandem Axel Dump Truck 3 Large Cat Loader 2 Load -All Loader 1 4WD Plow Pickup Truck 6 1-Ton Dump Trucks 3 Bobcat Loaders 5 John Deere Tractors 3 JCB Mini Loader 1 Versatile Tractors 4 Section 1.01: Page 6 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley The Public Works Director typically designates the Public Works Street Superintendent/Supervisor to manage and coordinate routine snow and ice control operations. These superintendents or supervisors develop a pre -determined rotating schedule for on -call duty during evenings and weekends. This schedule may be adjusted based on availability and other factors. Outside of normal business hours, the on -duty Street Superintendent/Supervisor will determine if and when crews will be deployed for snow and ice control operations. This decision is based on up-to-date field conditions obtained through a combination of communication with the on - duty Police Sergeant, visual observation of field conditions, and weather forecasts. The Public Works Department utilizes the Everbridge Mass Notification Software and maintains a list of home telephone numbers to contact personnel for initiating an after-hours deployment of snow and ice control operations. D. Snow Plowing Operations are conducted based on the street priority list as outlined in Section 1.01D of the Snow and Ice Control Policy. Major arterial, commercial and collector roads (4-lane) and collector streets (2-lane) may be plowed using multiple staggered plow trucks. An additional plow route may be added to continue clearing of major roads while the other route drivers are working on residential streets. Loaders, Tractors and 4-wheel drives are generally sent out at the same time as the snowplows. Loaders, Tractors and some of the 4-wheel drives may not be used during certain snow removal operations based on weather conditions and snow accumulation. When dispatched, loaders and tractors will typically begin snow removal in cul- de-sacs, and the 4-wheel drives remove snow from City parking lots with Police and Fire lots as priorities. After parking lots have been cleaned, three of the 4-wheel drives will assist loaders. The operators of the remaining 4-wheel drives may be reassigned to other vehicles or return to their divisions. Once arterial, commercial and collector roads have been plowed, the plow trucks move to residential streets. Upon completion of snow removal from residential streets, the Public Works Director or his designee determines whether the arterial, commercial and collector roads should be re -plowed. The decision to plow will be made according to residual snow fall, weather forecasts, temperature and/or other existing conditions. Cul-de-sacs will be plowed to the center whenever possible with the intention of bulk snow storage in this area. Exceptions will be defined by the Public Works Director or designee after identifying a special need or circumstance. City crews perform snow plowing on the 127th Street/Palomino Drive bridge deck over State Trunk Highway 77. Plow truck operators are trained to operate equipment at slow speeds along this bridge deck to avoid casting snow over the bridge rails when possible. Snow stockpiles and windrows will form along the side of the traveled bridge decks because of snow plowing operations. The City will endeavor to remove snow windrows along the vehicular traveled section of bridge decks within 72 hours of snow accumulations reaching the height of the bridge Section 1.01: Page 7 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley barrier. During times of excessive snow fall, removal of snow windrows from this bridge may be delayed due to limited resources. E. Anti -Icing Operations The Public Works Department developed an anti -icing program in the summer of 2010. The Public Works Department utilizes a slide -in brine and a roll -off application tank to apply a brine solution to road surfaces. This is typically done 24-48 hours before a predicted snow or ice event. The type of liquid product, amount and timing are all factors to be determined by the Public Works Director or designee. If deemed necessary, all Major roads are anti -iced before an event. Cobblestone Lake Parkway was added to the anti -icing list in 2021 to reduce chloride usage near Cobblestone Lake. F. Deicing Operations The City's equipment is deployed for de-icing operations generally under the same priority criteria as plowing procedures as defined in Section 1.01D of the Snow and Ice Control Policy. Hilly areas are often given higher priority than flatter areas. The following procedures are used in order to maintain safe road conditions, establish uniformity, conserve deicing materials, and minimize environmental impacts. 1. SPREADER ADJUSTMENTS Each fall, staff calibrate all the salt spreaders in the division. Calibration is an essential procedure to measure the amount of material applied to the roadway at various auger settings in relation to truck speed. Each plow truck with a spreading device is set up with defined settings in the controller. The spreaders are calibrated for 100 — 700 pounds of material per lane mile, with a maximum blast spreading application of 700 pounds per lane mile. 2. GROUND SPEED To achieve desired placement of deicing material on the road surface, ground speed should typically not exceed 30 miles per hour. Conditions may require a slower ground speed. 3. PLACEMENT OF DEICING MATERIAL ON ROAD SURFACE a. Sand and Salt Mixture for extreme cold conditions: Spinners should be set for 8-foot- wide coverage. During plowing, operations material should generally not be applied to residential streets until the final pass except for intersections, hills, curves, and school zones. Other exceptions may apply based on weather conditions. In residential areas, application of material should begin approximately 100 feet prior to an intersection. Distances may increase depending on circumstances. b. Salt/Treated Salt Application • Material shall be placed on the crown of the road surface allowing traffic to carry it to the curbside. Section 1.01: Page 8 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley • Arterial, commercial and collector roads {4-lane): Spread salt continuously on all lanes of traffic, per the Public Works Superintendent/Supervisors recommendation. • Collector streets (2-lane): Spread salt continuously based on weather conditions. • Residential streets: Spread salt continuously on hills, curves, and intersections. Spread salt intermittently on sloped streets unless otherwise directed. • Cul-de-sacs: Spot salt on sloped cul-de-sacs as necessary. Minimal salt is applied to cul-de-sacs in most circumstances. • Application of material should begin approximately 100 feet prior to an intersection. Distances may increase depending on circumstances. 4. Deicing Material Applied Relative to Topography, Type of Precipitation, Road Surface Conditions, and Temperature a. Areas with hills and sharp curves will require more deicing materials than flatter areas. b. Application rates of deicing materials increase as temperatures drop. c. Chemicals applied during anti -icing operations shall be applied at rates recommended in the Minnesota Snow and Ice Control Handbook (Written by MNDOT's Local Road Research Board) with consideration given to past experience and weather forecasting for the following 24 hours. G. Sidewalk Plowing The City conducts sidewalk plowing along portions of the Ring Route and the Central Village area due to snow storage challenges, access challenges and public infrastructure that substantially obstruct normal plowing operations. The specific locations of sidewalk that is plowed by the City are delineated in Figure 1.01A. Sidewalk plowing is the fourth priority as established in Section 1.01D of the Snow and Ice Control Policy. H. Records The Public Works Superintendent/Supervisor - Streets is responsible for preparing and maintaining records that document each snow and ice control deployment. These records are stored in an Asset Management System at the Central Maintenance Facility. Snow and ice control records include weather conditions prior to and during deployments, start and end times for deployments, type and quantity of deicing materials used, unusual conditions, major equipment breakdowns, reported hazards or property damage, and other relevant data deemed necessary by the Public Works Superintendent/Supervisor - Streets. Section 1.01: Page 9 SECTION l—STREETS DIVISION FUGURE1.01 A Streets Division Plowing- Sidewalks mg Parks Department Plowing Sidewalks 000 RING ROUTE SNOW REMOVAL 000* 000 CITY OF APPLE VALLEY Public Works Department Policies City of Apple Valley F F�� 41-h OVERVIEW Section 1.01: Page 10 SECTION 1— STREETS DIVISION FIGURE 1.01 B 900 SIDEWALK AND PATHWAY SNOW REMOVAL 000� CITY OF APPLE VALLEY Public Works Department Policies City of Apple Valley Section 1.01: Page 11 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.02 STREET SWEEPING POLICY A. Purpose The purpose of this policy is to establish and maintain uniform definitions and procedures concerning street sweeping operations for the City of Apple Valley. The Public Works Department shall assume basic responsibility for sweeping public streets. Reasonable sweeping is necessary for vehicle and pedestrian safety, water quality, and environmental concerns. The City shall provide such service in a cost-effective manner keeping in mind safety; limited equipment, budget, and personnel; and environmental concerns. B. Equipment and Routes The City may use City equipment and employees and/or private contractors to provide this service. The City maintains a fleet of three mechanical sweepers and one vacuum sweeper. The City conducts Spring and Fall street sweeping operations in the order depicted on the Street Sweeping Map attached hereto as Exhibit A and incorporated herein by reference. This map is used as guidance for efficient sweeping operations throughout the street system. The Public Works Director may modify this schedule based on weather, equipment limitations, or specific conditions encountered in the field. C. Street Sweeping Operations The Public Works Superintendent/Supervisor - Streets is responsible for coordinating street sweeping operations for the City's street system. A summary of the process used to guide efficient operation of street sweeping is provided below. 1. Spring sweeping consists of removing sand, aggregate, and debris from the winter season. Spring sweeping usually begins between end of March and early May when streets are generally clear of ice, and weather forecasts do not include significant snow and ice events. If there is any minor ice or snow build-up in gutter lines or cul-de-sacs, crews will document these areas and come back to them once the areas are free of snow and ice. Spring sweeping is typically completed by mid -May. 2. Fall sweeping, is typically scheduled to begin the third week of October and be completed by the last week in November, weather permitting. Areas with extensive foliage will be swept after most leaves have fallen. Fall sweeping will continue as long as the weather permits, to accomplish as much debris removal as possible. 3. Additional sweeping operations are conducted throughout the year at isolated locations based on available equipment and personnel. Additional sweeping operations focus on watershed areas which drain directly to lakes under total maximum daily load mandates, along major roads, and in the downtown area. Additional sweeping may also be conducted to assist with cleanup at vehicle crash locations, or any other maintenance task that may require a street sweeper on City streets. Citizen requests for sweeping Section 1.02: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley shall be evaluated by the Public Works Superintendent / Supervisor - Streets based on available equipment and personnel. 4. Street sweeping of county roads is the responsibility of the Dakota County Transportation Department. State highways are the responsibility of the Minnesota Department of Transportation. The City may assist in sweeping operations on these roadways by request, by maintenance agreement, or under emergency conditions. 5. Sweeping operations are performed in conjunction with other maintenance operations. Sweeping operations are normally conducted Monday through Friday, from 6:30 a.m. to 3:00 p.m. Sweeping may be restricted due to hazardous weather conditions. Extended workdays or adjusted work schedules may be expected for spring cleanup or emergency sweeping operations. D. Sidewalk and Pathway Sweeping The City may conduct sweeping operations along isolated sections of sidewalk and pathways adjacent to the City street system. This work is focused on sidewalk and pathways along the downtown Ring Route and Central Village areas, the portion of Cedar Avenue between 145th Street and 155th Street commencing after the year 2012, and high pedestrian traffic segments adjacent to public streets. This work is typically completed using a front -mounted, rotating broom sweeper to transfer material to the street where it is collected by a street sweeper. E. Limitations Street sweeping is a slow process with gutter line speeds that can be as low as two to three miles per hour. Some factors that may prohibit or delay sweeping operations include temperatures below 32o Fahrenheit, wind, rain, snow, and ice within gutter lines. While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. Adopted by City Council - Resolution 2010-144 EXHIBIT A Section 1.02: Page 2 SECTION 1—STREETS DIVISION Public Works Department Policies City ofApple Valley LL 00 5ec ion 1.03: Page SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.03 STREET PAVEMENT REPAIR (POTHOLE) POLICY A. Purpose The purpose of this policy is to establish and maintain uniform definitions and procedures concerning isolated pavement repairs for the City of Apple Valley. The Public Works Department shall assume basic responsibility for pavement repairs. Reasonable paving repair is necessary for vehicle and pedestrian safety, water quality, and environmental concerns. The City shall provide such service in a cost-effective manner keeping in mind safety; limited equipment, budget, and personnel; and environmental concerns. This policy applies to public streets under the jurisdiction of the City. It does not apply to private streets, private driveways, private parking lots, or other roads which are not under the direct jurisdiction of the City of Apple Valley. B. Inspection and Repair 1. Routine Maintenance: The City has a goal to inspect each City street at a minimum of once a year during routine maintenance activities. Crews are assigned specific street segments to inspect and repair. Repairs will be made depending on available resources and factors such as weather and other high priority street maintenance work. The Public Works Superintendent/Supervisor - Streets will determine the schedule for pavement repair work. 2. Response to Complaint or Accident: Staff will inspect any street when the City receives a complaint, or notice of an accident or damage involving a pothole. When appropriate, the location and outcome of this investigation will be placed on the pothole repair list. This list will be retained in an Asset Management System. 3. Repair Materials: During cold weather, potholes are repaired with a cold asphalt mix, hot mix asphalt (when readily available) or spray injection patching. Due to the temporary nature of cold asphalt mix and limited availability of hot mix asphalt and spray injection oil during the winter, cold weather repairs are limited to those determined to be hazardous to motor vehicles. In warmer weather and when hot asphalt mix is available, potholes are filled with hot asphalt mix or spray injection patching for a more permanent repair. 4. If a pothole of substantial size is identified and staff is unable to repair it, installation of a temporary warning device may be considered. Factors to be examined are the location of the pothole, size of the pothole, potential hazard, and whether a warning sign or device would be effective. 5. General Safety: Pothole repairs are conducted only when weather conditions do not limit the ability to perform the work or when such work does not endanger the safety of maintenance employees and equipment. Factors that may delay repairs include, but are not limited to, cold temperatures, rain, snow, and ice conditions. Section 1.03: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley C. General Criteria for Repair Not every imperfection in a street surface is necessarily considered to be a pothole in need of repair. The general criteria for repair will be a hole that is 2% inches or deeper and over 6 inches in diameter. The Public Works Superintendent/Supervisor, or a designated employee, will exercise discretion in deciding if a condition is a pothole in need of repair. D. Priority The City has classified City streets based on the street function, traffic volume, and importance to the welfare of the community. The City repairs those streets first that are high volume and high speed routes connecting major sections of the City and providing access for emergency fire, police, and medical services. The second priority streets are those streets providing access to schools and commercial businesses. The third priority streets are low volume residential streets. The fourth priority areas are alleys and City parking lots. E. Documentation and Records The Public Works Department documents street pothole repairs made under this policy. Records do not necessarily identify each individual pothole but may show the general street location where repairs were made. The Public Works Superintendent - Streets will supervise documentation of pothole repairs. Records are stored at the Central Maintenance Facility or within an Asset Management System. Adopted by City Council - Resolution 2010-144 Section 1.03: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.04 SIDEWALK AND PATHWAY MAINTENANCE POLICY A. Purpose The purpose of this policy is to establish and maintain uniform definitions and procedures concerning maintenance of sidewalks and pathways within the street right-of-way for the City of Apple Valley. The City has over 120 miles of public sidewalks and over 45 miles of public pathways within street right-of-way. Public sidewalks vary in age and in quality of condition with varying degrees of irregularity in the pavement surface. The City recognizes it is important that sidewalks be repaired in a safe and cost-effective manner keeping in mind safety, budget, personnel, and environmental and seasonal factors. Accordingly, the City and its Public Works Department must exercise both discretion and professional judgment in determining the schedule and extent of sidewalk repairs. The City will inspect its public sidewalk system, identify conditions requiring replacement and repair, schedule replacement and repair, and establish priorities for replacement and repair using City staff and equipment and/or private contractors to perform the service. This policy applies to public mainline sidewalks and pathways within the street right-of-way under the jurisdiction of the City. It does not apply to private sidewalk connections, unpaved walks or trails, or other governments' pathways which go through the City unless there is a specific agreement between the City and the other government unit. B. Inspection Process The Public Works Department maintains established procedures for regular sidewalk and pathway inspection. The goals of these procedures include: 1. Maintaining a City-wide map of the public sidewalk system. 2. Conducting annual inspection of thirty-three (33) percent of the City public sidewalk and pathway system within the public right-of-way by Public Works Department staff. 3. Establishing criteria for determining whether a particular sidewalk condition needs replacement or repair. Those criteria will include, but are not necessarily limited to, a deviation or differential in adjoining panel elevation greater than one (1) inch, as determined at the time of inspection. 4. Conducting an inspection on any sidewalk or pathway after a tree removal has taken place. Notwithstanding the above criteria, sidewalks may heave and shift due to unpredictable ground frost conditions at various locations and at various times throughout the winter season. Direct control of sidewalk conditions at all locations, especially during the winter season, cannot be directly controlled by the City. Section 1.04: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley C. Repairs and Replacement Upon completion of the annual public sidewalk inspection, the City's Public Works Superintendent/Supervisor - Streets shall establish a sidewalk replacement and repair schedule. This schedule is subject to modification based both on sidewalk conditions and the availability of resources for sidewalk replacement and repair. The sidewalk replacement and repair schedule is comprised of the designated section of the public sidewalk system from the current annual inspection, prioritizing the sidewalks identified as needing replacement or repair and setting a completion date. The sidewalk replacement and repair schedule take into consideration the following factors: 1. Public safety. 2. The nature and severity of the condition needing replacement or repair. 3. The City's budget for replacement or repair of sidewalks. 4. Availability of employees, equipment, and other resources for sidewalk replacement or repair. 5. Citizen complaints or accidents. 6. Schedules of independent contractors and work necessary to prepare bids and bid specifications if work isto be performed by independent contractors. The Public Works Department completes routine maintenance repairs for the public pathway system located within the public right-of-way with City crews and equipment. D. Repair of Property Damage The City uses seed and mulch or hydroseeding to repair grass turf damaged by sidewalk maintenance. Other damage within the public right-of-way is the responsibility of the property owner including, but not limited to, shrubs, landscaping materials, decorative rock, and lawn/landscaping irrigation system. E. Documentation The City's Public Works Superintendent/Supervisor - Streets will keep on file documents of inspections and repairs, comments and complaints received regarding this policy. These documents are stored at the Central Maintenance Facility or in Asset Management Software. Adopted by City Council - Resolution 2010-144 Section 1.04: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.05 BOULEVARD TREE MAINTENANCE POLICY A. Purpose The purpose of this policy is to establish and maintain uniform criteria for tree removal, replacement, and maintenance operations for the City of Apple Valley. City Code, Chapter 152.42 Natural Resources Management Regulation Maintenance and Removal of Trees provides authority and direction for tree removal, replacement, and maintenance conducted by the City. This policy applies to trees within the public street right-of-way under the jurisdiction of the City (hereinafter "boulevard trees"). It does not apply to trees entirely on private property or within right-of-way under the jurisdiction of another government agency. B. Schedule and Notification The Public Works Department maintains a goal to prune boulevard trees within various work areas on a rotating basis throughout the City. The City will provide written notice to adjacent property owners that may be impacted by City tree maintenance work in accordance with City Ordinance 152.42. Routine pruning of boulevard trees will typically occur in the winter months. During spring and summer months, pruning will generally be limited to the removal of hazardous, broken, or dead limbs to avoid damaging trees. The Public Works Director may modify tree maintenance schedules as necessary based on weather, available resources, field conditions, tree disease outbreak, hazardous or emergency conditions, or other factors. C. Tree Maintenance The Public Works Department will remove boulevard trees which are dead, diseased, or present a hazard or a public nuisance. Removal of a boulevard tree shall include grinding the stump and restoring the boulevard using seed and mulch or hydroseeding. The City does not typically use sod for restoration of boulevard tree removal areas. The City shall prune boulevard trees in accordance with City Ordinance 152.44, which states: All limbs of trees or portions of limbs which overhang public streets, sidewalks or paths and are less than ten feet above the surface of any public sidewalk or path or are less than 13 feet above the surface of any public street constitute a nuisance and are prohibited. When limbs of a tree overhang both a public sidewalk and a public street, they shall be trimmed to a height of 13 feet above the surface of the street. This section shall not apply to any tree to which pruning or trimming would endanger the tree's health as determined by the City, unless a public nuisance exists. Tree maintenance standards as stated above are critical to minimize damage to the tree and maintenance vehicles such as snowplows, sweepers, garbage and delivery trucks. These standards are also intended to provide adequate clearance for pedestrians and bicyclists. Section 1.05: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley D. Tree Replacement The City may offer to replace boulevard trees, to the extent of available budget, which the City removed because of maintenance duties. Maintenance duties shall include, but not be limited to, sidewalk, path, utility, and street maintenance. Replacement or new trees shall not be planted in the City right-of-way, in order to avoid infrastructure and utility conflicts, unless it is in an approved area as part of a streetscape plan by the City. In general, the City will not replace boulevard trees which are removed at the request of the abutting property owner for aesthetic reasons, have been damaged by severe weather, have been removed for traffic sight -line issues, or where replacement is inconsistent with City of Apple Valley boulevard shade tree guidelines. This provision does not preclude the City from implementing a reforestation program or maintenance of public streetscape elements. E. Managing Requests for Service During boulevard tree removal, replacement, and maintenance procedures, it is inevitable that residents will have inquiries, concerns, and requests for service. Public inquiries shall be initially directed to the Public Works Department clerical staff. The Public Works Superintendent/Supervisor - Streets will take measures to keep clerical staff informed and updated of annual tree maintenance operations. The Public Works Department clerical staff will answer questions and concerns from citizens and record pertinent information related to the inquiry. If the caller requires action which clerical staff is unable to perform, clerical staff will notify appropriate personnel of inquiries, complaints, and requests for service as indicated below. 1. Public Works clerical staff shall promptly notify the Public Works Superintendent/Supervisor - Streets of reported safety issues affecting the public or public concerns regarding work which is in progress (e.g., tree being pruned) or requested (sightline issue, hanging branch). In the absence of the Public Works Superintendent/Supervisor - Streets, clerical staff shall promptly notify the Public Works Director or Streets Division Foreman. 2. Reports of non -safety -related tree maintenance issues (health, disease, insect) shall be forwarded to the Natural Resources division for inspection. 3. Alleged property damage related to tree maintenance work shall be recorded by clerical staff and reported to the Public Works Superintendent/Supervisor - Streets. F. Documentation and Records The Public Works Department documents tree maintenance and removal work conducted under this policy in an asset management system. Section 1.05: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Adopted by City Council - Resolution 2010-144 Section 1.05: Page 3 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.06 PEDESTRIAN CROSSWALK POLICY A. Purpose Pedestrian crosswalks are an integral part of the transportation infrastructure. To be effective and promote safety, marked crosswalks must be installed after careful consideration and review. The review shall be done with adherence to the accepted guidelines and good engineering practice. This policy establishes guidelines and considerations for the installation of marked crosswalks from the date of the adoption of this policy. B. Policy The City of Apple Valley may consider the installation of marked crosswalks where there is substantial conflict between vehicular and pedestrian movements as an enhancement for pedestrian crossings of roadways under the City's jurisdiction. Crosswalk installation shall be in accordance with State Law and the guidelines contained herein. C. Authority This policy is based on administrative implementation of policy and Minnesota State Statute 169. The policy is administered under the direction of the Public Works Director and applies to roadways under the City's jurisdiction. D. Background Minnesota State Statute defines that crosswalks exist at intersections, whether marked or unmarked, and provides for pedestrian and motorist responsibilities. MN Statute 169.011 DEFINITIONS. Subdivision 20. Crosswalk. "Crosswalk" means (1) that portion of a roadway ordinarily included with the prolongation or connection of the lateral lines of sidewalks at intersections; (2) any portion of a roadway distinctly indicated for pedestrian crossing by lines or other markings on the surface. MN Statute 169.21 PEDESTRIAN. Subdivision 2. Rights in absence of signal. (a) Where traffic -control signals are not in place or in operation, the driver of a vehicle shall stop to yield the right-of-way to a pedestrian crossing the roadway within a marked crosswalk or at an intersection with no marked crosswalk. The driver must remain stopped until the pedestrian has passed the lane in which the vehicle is stopped. No pedestrian shall suddenly leave a curb or other place of safety and walk or run into the path of a vehicle which is so close that it is impossible for the driver to yield. This provision shall not apply under the conditions as otherwise provided in this subdivision. E. Evaluation Process and Engineering Study An engineering study should be conducted under the direction of the Public Works Director to determine if criteria are met for a marked crosswalk and to determine the level of marking to be used. The level of detail required for an engineering study will vary with the location under consideration. The engineering study may include: Section 1.06: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1. Speed and trafficvolume data on streets being crossed. 2. Location of pedestrian origin, destination point, and crossing patterns. 3. Designated school walking routes. 4. Existing sidewalk network and sidewalk ramps. 5. Sight distances and sight obstructions. 6. Street characteristics including grades, curvature, pavement widths, and number of vehicle and bicycle lanes. 7. Location of adjacent driveways. 8. On -street parking. 9. Street lighting. 10. Location of drainage structures. 11. Distance to nearest protected (traffic signal or stop sign controlled, or grade separated) or marked crossing. 12. Traffic signal progression. 13. Potential for rear end accidents. F. Criteria General criteria to be satisfied when considering installation of marked crosswalks includes the following: 1. The installation of marked crosswalks should be based on engineering study. 2. Marked crosswalks should connect to established sidewalks/trails at both ends. 3. ADA accessible ramps shall be included at both ends of marked crosswalk installations unless there are engineering reasons they cannot be provided. 4. Adequate street lighting should be provided for the safety of pedestrians. 5. Street parking must be restricted adjacent to marked crosswalks to allow for adequate sight lines for both the motorists and the pedestrians. The length of the parking restriction shall be based on an engineering study (judgment). 6. The provisions of the Minnesota Manual on Uniform Traffic Control Devices (MN MUTCD) shall be followed. 7. In accordance with Dakota County Pedestrian Crossing Safety Assessment (Attached in Appendix A) Section 1.06: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley G. Guidelines The following guidelines shall be considered when evaluating a request for installation of a crosswalk. 1. Minimum Traffic Volume: Marked crosswalks should generally not be considered for roadways with less than 1,000 vehicles per day unless as part of a school walking route. 2. Street Type and Speed: Marked crosswalks may be considered at locations that are not protected by a Stop Sign or a Traffic Signal, subject to recommendations provided in Table 1.06A. 3. Pedestrian Volumes: Consideration can be given to marking a crosswalk if there is a minimum of 20 pedestrian crossings during the peak hour. A lower pedestrian traffic volume may be used if the proposed location is part of a school walking route. 4. Traffic Gaps: Consideration can be given to marking a crosswalk if there is less than one adequate crossing gap in traffic per minute during the peak hour. A crossing gap is measured as the time (in seconds) between vehicles crossing (regardless of direction of travel) the proposed crosswalk location. An adequate gap is determined by dividing the roadway width (in feet) by a walking rate of 3.5 feet per second (may be slower for a crossing location serving elderly pedestrians) and adding 3 seconds of perception/reaction time. 5. Crosswalk Spacing: Marked crosswalks should be spaced a minimum of 500 feet from a protected or marked crossing. 6. Mid -Block Crosswalks: The use of mid -block crosswalks is generally discouraged unless an engineering study determines a specific need for this type of crosswalk. Installation of new mid -block crosswalks shall include provisions for adequate street lighting and supplemental signage as determined appropriate by an engineering study. 7. Crosswalk Control: The control for a marked crosswalk, including signing, pavement marking, traffic signals, flashing beacons, etc. shall be determined by engineering study and should conform to the MN MUTCD. 8. Traffic Signals: Marked crosswalks should be installed at signalized intersections in accordance with the traffic signal design. 9. Roundabouts: Marked crosswalks should be installed at roundabouts in accordance Section 1.06: Page 3 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley with the roundabout engineering design. Section 1.06: Page 4 SECTION 1— STREETS DIVISION Table 1.06A Public Works Department Policies City of Apple Valley General Safety Recommendations from the U.S. Dept. of Transportation Federal Highway Administration Vehicle ADT Vehicle ADT Vehicle ADT Vehicle ADT Roadway Type < 9,000 9,000-12,000 12,000-15,000 >15,000 (Number of Lanes and Speed Limit Median Type) 30 35 40 30 35 40 30 35 40 30 35 40 mph mph mph mph mph mph mph mph mph mph mph mph Two Lanes C C P C C P C C N C P N Three Lanes C C P C P P P P N P N N Multilane (4 or more lanes) with C C P C P N P P N N N N raised median Multilane (4 or more lanes) without raised median C P N P P N N N N N N N C = Candidate sites for marked crosswalks. P = Possible increase in pedestrian crash risk may occur if crosswalk markings are added without other pedestrian facility enhancements. N = Marked crosswalks alone are insufficient and pedestrian crash risk may increase by providing marked crosswalks alone. Consider using other treatments, such as traffic signals with pedestrian signals where warranted, or other substantial crossing improvements to increase crossing safety. Applies to all roadways with a speed limit greater than 40 mph. Section 1.06: Page 5 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley H. STREET LIGHTING Street lighting should be considered at all crosswalk locations, based on engineering study and City street lighting practice. I. PAVEMENT MARKINGS 1. Standard Crosswalks Standard crosswalks shall be a minimum of 6 feet or the same width as the approach walkway if the walkway is wider than 6 feet. This marking should be considered for crosswalks at Stop Sign, and intersection crosswalks of minor two-lane roadways. 'Dimension B shall be 6' min., or the same width as the approach walkway. Figure 1 -Standard Crosswalk Markings. Section 1.06: Page 6 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 2.Special Emphasis Crosswalks This type of marking may be used at locations where substantial numbers of pedestrians cross without any other traffic control device, at locations where substantial numbers of pedestrians cross without any other traffic control device, at locations where physical conditions are such that added visibility of the crosswalk is desired, such as school zones, or at places where a pedestrian crosswalk might not be expected, such as a mid -block crossing. MINOR LOCAL STREET L SPACING OF LINES SELECTED -=I TO AVOID WHEEL PATH L MAJOR AND MINOR COLLECTOR ROADWAY LONGITUDINAL STRIPING ' A=12'-24' b=12"-60'NOT TO EXCEED 2.5 X A Figure 2 —Special Emphasis Crosswalk Markings. 3. Stop Lines Stop lines should be considered on multi -lane roadways in advance of mid -block crosswalks and crosswalks at intersections not controlled by a Stop Sign. Warning Signs should be installed for all marked crosswalks at non -intersection locations and adequate visibility should be provided by parking prohibitions. An engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. Section 1.06: Page 7 SECTION 1— STREETS DIVISION 0-D�1, 20 TO 50' Figure 3 — Stop Line Markings. Public Works Department Policies City of Apple Valley STOP &. P Section 1.06: Page 8 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley J. TRAFFIC SIGNING The W11-2 Crosswalk Sign shall be used at marked mid -block crosswalks, and other crosswalks as indicated by engineeringstudy. W11-2 The 51-1 School Sign shall be used at marked school crosswalks. S1-1 When a W11-2 Crosswalk Sign or a 51-1 School Sign are used, a W16-713 arrow sign shall also be used. Ae W 16-7P Section 1.06: Page 9 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley The W11-2 and 51-1 signs shall also be used as advance warning signs for crosswalks as established by the MN MUTCD. When a W11-2 or S1-1sign is used as an advance warning sign, a W16-9P sign shall also be used. AHEAD W16-9P Stop Here for Pedestrians (R1-5b or R1-5c) signs shall be used if stop lines are used in advance of a marked crosswalk that crosses an uncontrolled multi -lane approach. The Stop Here for Pedestrians signs shall only be used where the law specifically requires that a driver must stop for a pedestrian in a crosswalk. 0 HERE j i E, R PEDESTRIANS RI -5c Other signage and/or enhancements may be considered based on engineering study and updates to the MN MUTCD. Adopted by City Council - Resolution 2010-144 Section 1.06: Page 10 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Appendix A 4Begin assessmentfor crossing A• enhancements at an uncontrolled • intersection or mid block r`` location. Fill out data collection sheet prior to starting here. Pedestrian or Meets ultimo al use % �� bicycle irnolved multimodal user crashes in the last volumethreshold.` \ ten yea rs?` 1> r y Location meets Location directly sightdistance O f ` Q� serves a key requirement. destination or active Location �O O transportation facility.` distance y from nearest marked O Remove crosswalk.' obstruction. O O ©` 7 y No action recommended. Location• • • • All Consider directing Por r �O m ulti mo d a I u ser to the crossingMccts2x �`, nearest markedcrossing.' roceed toengineeringtheminimum review process. multimodal user Review roadway geometries volume threshold.-' and consider installing improvements a s a "unmarked crossing'' Notes ' Mu ttimoda I uses cross it3 demand d u ring a 24 hoar period meets me a more of the following: 1 hour. 20 crossings per hour 2ho _-15cossingsperhaur 3 hours. l0 aosings perhou r ToL (number ind udsvvinea tte populations after applying acorwasio n lactor of 131 tothewmof tfose usam li.e-cliftenhomg adults )ages 01 r>, oldwadults 160•l.arnd persons with d'usabWdes). s a 1 prevantaliecrash involving a mu Itindal user at the oadwaycrosing locstia n u rder reviewin the last tan yeas. lkviewcrash h e" and remove preventable dashes kg, impaled drives. etch from consideration. ' Um stopping s ght d atance to the poit d crosing usag a ppicable guidance forthe roadway using AAS NTO's A policy on Geomehf c Design d Highways ays and Streets- ' reydedinatiws must be enstirg for proposed per staff reviewto be compliant) and could include,but are oat I incited tq a schoDL hospital, sari orce ntm recreation orcommunity coder, lillicery,pak, buss" "transit eater, kryadwity, of rter,desf nation, a nd/or land use w bjed to stag eview_ Attire t wsporbf m facitia may ind ude a sidawal k.mukium trail.sha red use path orgreerway adopted by Dakota county plan or other lam Idoau ment srbjed tostaff review. Adeq uate d idance from the nearest marked aoswalk per the mntmtual review and engineering judgmentdescobed in the report document The nearest marked crosswalk most be consistent with the guideline defined in fie report - 'Neared marked crosig most beco ns intent with fie guide lies deiced byth's docu mere 'An'mn%w%W cm"o a anytraatment that improves a perwa's abity b dos a roadway, short of a is coswa4 with signage or ofha a tianeanents detailed in Step 3 of theengi rweing revive pwo Installatiom offs type deans rg's wbjectlip staff review and enginesigj udgarsant arid must include ADAearpfsantcurb ramp; crossn g warring sguge, and garsetri: i rrnprovansenR i f a{pinble in St p 2 ofthe engineering reviewproms_No .moW Ss"addW*ndsignagearepewWodtoalbactorrecommmd fiat rruttinwdal usersctms at fie ksotion. Thecrosig is idernded to opeeeta man irpovementfaalwrnitii a lusevoWmecos3ingwfeethinemessnakady nosing and wi continue to ems at the kscatim_ Section 1.06: Page 11 SECTION 1—STREETS DIVISION Public Works Department Policies O9 2Apple Valley § � < ƒ / � / / \ 2 $ # \ f f } a ! z � � ƒ � - 7 ) \ / m ( S ° 5 & & § 7 \ \ k 4 B § § § ` § Section £0:Page 12 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.07 STREET LIGHT INSTALLATION REQUEST POLICY A. Purpose The purpose of this policy is to establish and maintain uniform criteria for the installation of a new street light as a result of a request by citizens. This policy applies to requests for new street lights along existing public streets located in City right-of-way or easement. The City of Apple Valley administers installation of street lights to illuminate public streets and pedestrian infrastructure within the street right-of-way. Any secondary benefit such as perceived personal security on private property is considered coincidental and not the intention of the street light system. B. Residential Requests The City may install a street light at the intersection of two or more public streets that convey vehicular traffic. The Public Works Department will review written requests from the public for installation of new street lights at existing street intersections. This review may include an engineering study, discussions with Dakota Electric Association or Xcel Energy regarding electric service availability, analysis of vehicle and pedestrian traffic volumes, and crash history for the intersection. The City may install a new mid -block street light along an existing public residential street in which the centerline to centerline distance between cross streets is greater than 700 feet. A written request shall include a petition signed by a minimum of 60 percent of the property owners along the street segment within 250 feet of the proposed street light location. The petition must include the signatures of all property owners within 75 feet of the specific location where the mid -block light is requested. The petition form shall include the printed name, address, telephone number and signature of the petitioners. Before the street light can be installed, property owners located adjacent to the proposed street light must dedicate utility easements to the extent necessary for installation and connection of the proposed street light to the electric distribution system. Upon receipt of a written request and petition form meeting the above requirements, City staff shall prepare a summary of the requested street light installation for consideration by the City Council. C. Nonresidential Requests The City may install street lights along existing public street segments within nonresidential land uses based upon street light plans and budgets developed by the City's Public Works Department. Requests for street light installations in non-residential areas will be considered based on City staff discussions with residents, business owners and the public. D. Public Safety The City may install new street lights along any portion of the existing public street system upon recommendation from the Chief of Police or Public Works Director based on public safety or traffic safety issues identified at a specific location. In such cases, the Chief of Police or Public Works Director shall prepare a written summary of the recommended street light installation for consideration by the City Council. This policy does not limit the ability of the City Council to order installation of streetlights along any portion of the existing public street system. Section 1.07: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Adopted by City Council - Resolution 2010-144 Section 1.07: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.08 TRAFFIC SIGN MANAGEMENT AND RETROREFLECTIVITY POLICY A. Background and Purpose The purpose of this policy is to establish uniform procedures concerning traffic sign management and retro reflectivity for the City of Apple Valley. The City's Public Works Department is responsible for management of traffic signs located within public right-of-way and easements along roadways under the jurisdiction of the City of Apple Valley. Most signs in the U.S. are made with retroreflective sheeting materials to supplement the visibility of traffic signs by reflecting light back towards drivers. This sheeting material degrades over time and therefore traffic signs have a limited -service life. In 2005, the Minnesota Manual on Uniform Traffic Control Devices was amended to include a requirement that public agencies having jurisdiction over a roadway system shall use an assessment or management method that is designed to maintain sign retro reflectivity at or above specified minimum levels. The compliance date for establishing an assessment or management method for sign retroreflectivity was January of 2012. The City is in compliance with these standards. B. Traffic Sign Materials Traffic sign sheeting material is categorized in specifications established by ASTM International. Material grades of traffic sign sheeting are listed under ASTM D4956 - Standard Specifications for Retroreflective Sheeting for Traffic Control. The City typically uses 3M Diamond Grade DG3 reflective sheeting material, or approved equal, for new regulatory and street name signs that are installed or replaced within the system from the adoption date of this policy forward. C. Management Method The City Public Works Department implements a sign management method involving a scheduled replacement of signs to maintain sign retro reflectivity standards. The Federal Highway Administration and MnDOT have stated that this method is an acceptable practice for fulfilling the retro reflectivity requirements outlined in the Manual on Uniform Traffic Control Devices. The scheduled replacement approach is used on a spatial basis to replace all traffic signs within a specific area or corridor when the signs have reached their maximum service life. The City has established a maximum service life for ASTM Type III traffic sign sheeting at 15 years. Each year, the Public Works Department replaces all applicable traffic signs within a delineated work area. The Public Works Superintendent/Supervisor - Streets schedules sign replacement areas based on the age of signs recorded within the sign database. The City will need several years to fully transition into this management approach and achieve the maximum service life interval for traffic signs throughout the system. While the City intends to maintain all traffic signs located in the public right-of-way in good condition, sign retro reflectivity standards do not apply to the following signs on the City's street system: Section 1.08: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley • Ado pt-A-Highway signs • All signs with blue or brown backgrounds • Bikeway signs that are intended for exclusive use by bicyclistsor pedestrians D. City Specifications and Standards • Capitalization will only be used on Name Plate signs. 6-inch uppercase letters and 4.5-inch lowercase letters. • Name Plate Signs are to be 9 inches tall, and no more than 36 inches long. (see Plate #STR-20) • Name Plate Signs must be a minimum of .100 weight. • Installation Specifications shall follow all MMUTCD standards, unless approved by the City Engineer. • Sign locations shall be placed in locations specified by the City Engineer, or designee. • Dakota County is responsible for all signs located within their Right -of -Way, and on their owned semaphores. • Apple Valley is responsible for signs located with it's own Right -of -Way and on it's owned semaphores. E. Traffic Sign Inventory Management The Public Works Superintendent/Supervisor - Streets is responsible for preparing and maintaining records that document the location, unique identification number, sign type and age of traffic signs located within the public street right-of-way. These records are stored in a computer database and mapped using a global positioning system (GPS) and geographic information system (GIS). F. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. Adopted by City Council - Resolution 2010-144 Section 1.08: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.09 DRIVER FEEDBACK EQUIPMENT POLICY A. Purpose This policy establishes the basic framework for management of driver feedback equipment within the City of Apple Valley. The City deploys driver feedback equipment on a limited basis to assist with vehicle speed limit compliance along public streets under the jurisdiction of the City of Apple Valley. The standards described herein provide for the overall management of the Driver Feedback Sign program in a safe and cost-effective manner, with consideration given to available funding, personnel and equipment. B. Equipment and Administration The City of Apple Valley maintains three types of driver feedback equipment. These devices measure and display vehicle approach speed to drivers. Speed data collected by Fixed Location and Portable Speed Signs is reviewed by City staff to address concerns of excessive speeding, determine potential needs for additional enforcement or consider other measures for controlling vehicle speed. Existing City -owned equipment is categorized into the following types. 1. Mobile Radar Trailers: The City operates two mobile radar trailer units to collect and display vehicle speed data for general speed compliance purposes. This equipment is not used to record traffic volume or vehicle speed. The units are placed intermittently along the City street system during daylight hours. Mobile radar trailers are managed under the supervision of the Chief of Police. 2. Fixed Location Driver Feedback Signs: The City operates three fixed location driver feedback signs along Garden View Drive south of County Road 42. Speed data is downloaded from these signs by Public Works Department staff and periodically reviewed by the Traffic Safety Advisory Committee. The City does not anticipate the installation of additional fixed location driver feedback signs within the community due to the cost of operation and maintenance. Fixed location driver feedback signs are managed under the supervision of the Public Works Director. 3. Portable Speed Signs: The City operates five sets of solar powered, portable speed signs for installation along public streets. These signs are intended for short-term, temporary installation to assist with addressing specific speeding concerns within the community. Speed data is downloaded from these signs by Public Works Department staff and periodically reviewed by the Traffic Safety Advisory Committee. Portable speed signs are managed under the supervision of the Public Works Director. Section 1.09: Page 1 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley Additional information regarding driver feedback equipment operated by the City is provided in Exhibit A attached to this policy. C. Portable Speed Sign Management The following process is used to determine locations that potentially qualify for deployment of Portable Speed Signs based on requests from City residents. These guidelines are necessary to facilitate service demand and establish priorities for deployment locations. 1. City resident contacts the City Engineer or Public Works Director to discuss specific concerns regarding speeding traffic along a segment of Public Street. City staff will determine if the requested installation site would potentially qualify for placement of temporary speed signs. 2. Sign deployment locations shall have a minimum average annual daily traffic volume of 500 vehicles per day (as determined by City staff) or roadway geometrics that present additional challenges with speeding traffic. 3. For 2-lane Roadways with speed limits of < 40 MPH • Recommend the use of small driver feedback signs sized 15 %"w x 13 %"h, with 12" display digits. • Smaller signs acceptable for use on low speed, single lane per direction roads. 4. For 3-lanes and greater Roadways or any Roadway with a speed limit > 40 MPH • Recommend the use of large driver feedback signs sized 17"w x 24"h, or 40"w x 28 "h, with a minimum of 18" display digits • Larger signs recommended for increased visibility on higher speed or multi -lane roads. 5. Traffic Safety Advisory Committee reviews requests for Portable Speed Signs and provides a recommendation for deployment of the signs. 6. Recommended sign locations are placed on a Sign Installation Schedule based on priority as determined by the Public Works Director. New sign installation locations may receive higher priority over previous installation sites (e.g., recurring requests for the same location). The Traffic Safety Advisory Committee shall annually review the Sign Installation Schedule. D. Installation Criteria The City has established the following criteria to guide the installation and use of Portable Speed Signs. Section 1.09: Page 2 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1. Portable speed signs are installed for a period of approximately 21 calendar days. Signs may be removed early due to vandalism or technical difficulties. 2. The Public Works Superintendent - Streets, with assistance from Engineering, determines specific locations for sign placement. Sign locations may be affected by several factors including, but not limited to, sign visibility, underground utilities, sight lines for radar tracking of vehicles, tree canopy impacting solar cells, street geometrics and other factors. 3. Portable speed signs shall be placed within public right-of-way, easements, or City- owned property. 4. The City accommodates up to nine installation sites per year during the months of May through October. The sequence of sign placement is based on the Sign Installation Schedule as described in Section C above. 5. Signposts shall be setback a minimum 24-inches from the face of curb. E. Speed Data Management The Public Works Superintendent - Streets is responsible for collection, management and storage of speed data collected from the Fixed Location Speed Signs and the Portable Speed Signs. Data is stored within the public works central file system or on computer networks. F. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, weather, or other emergencies may prevent the City from meeting the guidelines established herein. City staff must exercise both discretion and professional judgment in determining the schedule and deployment of driver feedback equipment. Section 1.09: Page 3 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley G. Inventory of Signs Mobile Radar Trailers: Units managed by Police Department Fixed Location Speed Signs: Unit 1: 3M LED Driver Feedback Sign, Model Urban DFB (northbound Garden View) Unit 2: 3M Dynamic Message System Model 900-ASZ-1 (southbound Garden View) Unit 3: 3M Dynamic Message System Model 900-ASZ-1 (southbound Garden View) Portable Speed Signs: Unit 1: TAPCO Fast 350 Radar Feedback Sign — Solar Unit 2: ATS Shield 18 Radar Speed — Solar Approved by City Council: November 20, 2012 Approved by City Council December 22, 2016, Resolution 2016-230 Section 1.09: Page 4 SECTION 1— STREETS DIVISION Public Works Department Policies City of Apple Valley 1.10 STREET IMPROVEMENT PROJECT ITEMS A. Purpose This policy establishes a framework for the management of certain items related to a Street Improvement Project within the City of Apple Valley. Specifically, the policy provides standards for the installation of new sidewalk or trail as part of a project. The policy also provides guidance for how the City will handle the presence of privately -owned items encountered within the public right-of-way as part of a project. B. New Sidewalk or Trail Installations Each year as existing neighborhood areas are evaluated for possible street improvements, City staff will also evaluate the need for additional sidewalk or trail installations within the project area. Factors that staff will consider include: • Is there an existing sidewalk/trail with missing links or gaps? • Is there a missing sidewalk/trail connection to existing area amenities such as parks, schools, transit, etc.? • Is there a missing connection to a nearby existing sidewalk/trail system? In areas where additional sidewalk/trail installations are deemed necessary, the installation of sidewalk/trail on only one side of the street may be allowed. C. Private Items in the Public Right -of -Way Street Improvement Projects often require construction work to occur within the public right- of-way area behind the concrete curb or outside of the paved street section. This area is typically referred to as the boulevard. Adjacent property owners along the street frequently have installed privately owned items within the boulevard area. Some examples of privately owned items within the boulevard include: • Irrigation or sprinkler systems • Bushes and landscape plantings • Decorative fences • Underground dog fences The City will not be responsible for the cost to remove/reinstall privately owned items that are encountered within the right-of-way as part of a Street Improvement Project. City staff will send notice to property owners ahead of the project timeframe, requesting that the property owner remove any privately -owned items within the construction zone of the public right-of-way. Approved by City Council February 23, 2017, Resolution 2017-036 Section 1.10: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.01 WATER DISTRIBUTION SYSTEM INSPECTION AND MAINTENANCE POLICY A. Purpose This policy is intended to guide effective and efficient maintenance of the City's public water distribution system. Procedures identified in this policy are intended to maintain the water supply system to provide safe and reliable water service to customers. This policy takes into consideration public safety, the City's budget and personnel, environmental factors, and the cost of implementation. The Public Works Department is responsible for managing the construction, operation, and maintenance of the public water distribution system. B. System Mapping and Inventory Data The City Public Works Department operates approximately 287 miles of public water mains, 20 water supply wells, over 5,103 gate valves, four ground water storage reservoirs and one elevated water storage tank within the public water distribution system. The City maintains an official water distribution system map electronically through the City's geographic information system (GIS) and inventoried in the City's asset management system. GIS staff are responsible for annual updates to the system map based on water system construction and replacement work that occurs during the preceding year. C. System Inspection and Maintenance 1. WATER MAINS Water leak detection is performed on approximately 1/3 of the City's water main each year. This work is conducted to locate and repair leaks in the system. Water main breaks and leaks occur within the public water distribution systems from time to time. Water main breaks are typically identified and isolated on the day they occur and repaired as soon as possible. If a water main leak occurs in the evening, holiday or weekend, the Public Works Department will determine if the repair can be conducted on the following business day during normal work daylight hours. Due to the time sensitive nature and disruption associated with water main repairs, the City uses a primary utility repair contractor to repair water main breaks and leaks on a time and expense basis. The Public Works Department will notify residents of main break repairs and will operate the valves to turn the water on and off during repair work. For water main breaks in the winter months, the final repair of street pavement, curb and boulevard turf may be delayed until the following summer construction season. Boulevard turf repair is typically completed using seed and mulch. 2. WATER HYDRANTS All water hydrants are flushed every spring and only specific dead end hydrants are flushed in the fall. Flushing is done to purge manganese and oxidized iron material from the distribution system. This process also provides for the inspection of each hydrant to identify repair needs. Any defects or operational issues are documented in the City's asset Section 2.01: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley management system. Hydrant repairs are completed on a routine basis by City personnel or by contractors as needed. Flushing is performed by attaching a hydrant diffuser (this is used to dissipate the water's energy and minimize road and boulevard damage) to the 4" nozzle of a hydrant. The hydrants are then operated automatically with a Hydrant Buddy, this device opens and closes the hydrants at a consistent speed to help prevent any damage. A notice of planned hydrant flushing is placed on the City website and in the City Newsletter. Some residents may notice discolored water during hydrant flushing, which could stain laundry. In public notifications, residents are advised to check their water before doing laundry during flushing operations. 3. CONTROL VALVES (Gate Valves) Inventory data pertaining to water distribution system control valves are stored in the City's GIS system. This inventory data includes the location of all control valves, unique identification number, and any special operational or maintenance issues. All control valves located throughout the water distribution system are inspected and exercised. Any defects or operational issues are documented in the City's asset management system. Non - emergency valve repairs are typically completed in conjunction with annual street improvement projects. 4. MUNICIPAL SUPPLY WELLS Water supply wells that are being used within the active operation matrix are inspected each workday. These well inspections include operation of the well, monitoring noise and vibration, reviewing well run times, a general check of the programmable logic controller (PLC), alarm system checks, housekeeping and security of the well building or enclosure structure. Remaining standby wells not in active use are inspected weekly for security and general housekeeping. Annual well inspections are also performed by the Minnesota Department of Health. All wells except 1, 2, and 3, are continually monitored using the City's Supervisory Control and Data Acquisition (SCADA) system. Well rehabilitation work is performed on a routine basis to minimize the occurrence of malfunctions. Normally operated water supply wells are rehabilitated on a cycle based on well run times. Backup and emergency water supply wells are rehabilitated as needed. Well rehabilitation projects include the removal of the motor, pump and other equipment for visual inspection by a licensed well contractor. The well is also videoed for condition of the well casing and condition of the well/aquifer. Defective or deteriorated parts are replaced prior to reinstallation. Pump motors are inspected and repaired by a qualified electrical motor contractor. The Public Works Superintendent / Supervisor - Utilities will determine if accumulated sediment needs to be removed from the well cavity (often referred to as bailing) prior to reinstallation of the well. The cost of this rehabilitation work isincluded in the annual Water Utility operating budget. Section 2.01: Page 2 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 5. WATER STORAGE RESERVOIRS Condition inspections are performed on water storage reservoirs by Public Works Utilities Division staff. Weekly, Monthly, and Annual Inspections include the following items: • Water surface and overflow intake are visually inspected (from top hatch only). • Access hatches are secured and locked. • Manways and ladder cages are secured and locked. • Top vent screens are cleaned and secured. • Electrical boxes and components are secured and locked. • Visible defects of paint coating systems are documented. • Vegetation and weeds are cleared from the tank base. • Climbing and safety devices are secure. • Security lighting (where applicable) is confirmed to be operational. Detailed inspections and maintenance of the exterior and interior of water storage tanks are performed on a 5-year cycle by an engineering consultant. The purpose of these detailed inspections is to document and repair structural and paint coating defects. This maintenance process can prolong the coating on the interior and exterior of the water tanks for 20-25 years. Routine maintenance on water storage reservoirs typically includes the following maintenance schedule starting with year -one: Year 5 Wash the exterior of the tank and perform isolated paint repairs Year 10 Wash exterior and perform isolated interior and exterior paint repairs Year 15 Wash the exterior of tank and perform isolated exterior paint repairs Year 20-25 Perform full rehabilitation of the interior and exterior of tank. D. Records and Documentation Inspection and maintenance records for the water distribution system are recorded and documented on the City's asset management system. The Public Works Superintendent / Supervisor - Utilities is responsible for supervising the records and documentation for the water distribution system. E. Water Quality Problem — Notification Process In the event the City has an issue with the water system including but not limited to water quality, water shut off, or insufficient water available to provide the community or specific areas, by direction of the Public Work Director or the Utilities Superintendent, the City will contact the affected homes or business. There are a few businesses throughout Apple Valley that are required to be informed of certain circumstances, this list is below. As the City becomes aware, new locations with notification requirements will be added to this list. Section 2.01: Page 3 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley Water Quality Business Name: Abdallah Chocolate Address: 6075 147th St W Phone Number: 952-890-4770 Water Shut Off (needs notice) Business Name: Davita East Valley Dialysis Address: 14050 Pilot Knob Rd #100 Phone Number: 833-376-2551 F. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. The Public Works Director or Public Works Superintendent - Utilities may override provisions established within this policy. Adopted by City Council: Resolution 2010-144 Section 2.01: Page 4 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.02 SANITARY SEWER INSPECTION AND MAINTENANCE POLICY A. Purpose This policy is intended to guide effective and efficient maintenance of the City's public sanitary sewer system. Procedures identified in this policy are intended to maintain the sanitary sewer system to prevent sewer backups and to extend the life of the system. This policy takes into consideration public safety, the City's budget and personnel, environmental factors, and the cost of implementation. The Public Works Department is responsible for managing the construction, operation, and maintenance of the public sanitary sewer system. B. System Mapping and Inventory Data The City operates approximately 223 miles of public sanitary sewer mains, 5,700 manhole structures and 9 sanitary sewer lift stations within its public sanitary sewer system. The City maintains an official sanitary sewer system map electronically through the City's geographic information system (GIS) and inventoried in the City's asset management system. GIS staff is responsible for annual updates to the system map based on sanitary sewer construction and replacement work that occurs during the preceding year and when operators notice issues while performing maintenance duties. C. System Inspection and Maintenance Components of the sanitary sewer system are inspected and maintained on a routine basis to provide proper operation and conveyance capacity. The Public Works Superintendent / Supervisor- Utilities is responsible for supervising inspection and maintenance activities for the sanitary sewer system. 1. SEWER MAIN PIPES The City inspects the sanitary sewer mains (mainly VCP) by television camera. These inspections are done to determine the condition of the sanitary sewer mains and identify defects including cracks, fractures, separations, or broken segments. Sanitary sewer mains located on a street where a street reconstruction project is planned will be inspected before and after such a project. Television inspection may also be used to inspect the system where there are possible problems, including areas containing VCP or RCP sewer pipes. Sanitary sewer sections identified with significant structural defects or inflow/infiltration are scheduled for rehabilitation. The City uses a number of rehabilitation practices including Cured -in -Place Pipe (CIPP) end -to -end lining and excavation/replacement as methods for repairing sanitary sewers based on specific site conditions. Sanitary sewer mains in a new development must be televised before said mains are turned over to the City. The City performs routine maintenance on approximately 1/4 of sanitary sewer mains each year. Routine sewer cleaning maintenance includes jetting, root cutting, televising and vacuum extraction. Sewer cleaning is performed to remove debris, sediment, and roots that can accumulate within the sanitary sewer system. When roots are identified in Section 2.02: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley the sanitary sewer mains, they are cut. Routine sewer cleaning is scheduled on a rotational cycle, with special emphasis on identified fat/oil/grease (FOG) areas and areas with a history of partial blockage as determined by the Public Works Superintendent/ Supervisor - Utilities. Work is typically completed using City -owned sewer jetting and vacuum equipment. The city cleans PVC sewer lines every four years, VCP (clay) lines every two years and problem areas either once or twice per year based on the problem. All cleaning and televising is tracked in the City's asset management system. 2. MANHOLES The City inspects manhole structures during television inspections and sewer cleaning operations. Maintenance personnel check the following items during maintenance operations: casting condition, adjustment rings for condition and infiltration, structure walls for cracks and infiltration, debris on benches, and debris or blockage of inverts. Manhole structures identified with defects are cleaned or repaired as necessary to prevent inflow, infiltration, or corrosion. Air relief manholes and air reliefs are checked annually, and maintenance is performed if needed. 3. LIFTSTATIONS The City performs regular inspections of lift stations, alarm systems, and electrical components. - Three times per week lift station inspections include manual operation of each pump, monitoring of noise and vibration, review of pump run times, general check of programmable logic controller (PLC), and security/lockup of station control panel. - Monthly inspections include daily check items plus visual inspection and cleaning as needed for wet wells, cleaning stilling wells, cleaning, and testing of transducers/floats, review of set points, operate and check fluid levels of onsite generators and testingthealarm systems. - Semi-annual- and annual inspections include maintenance on the check valves, motors, blowers, pumps, AC units, annual - running and maintenance of onsite generators and inspection of pumps by outside vendors. Lift station operations are continuously monitored through the City's supervisory control and data acquisition (SCADA) system. The SCADA system includes alarm protocols that notify Utility Division personnel by automated telephone contact. Repairs and maintenance of the SCADA system are provided by the City's system integration consultant and the City's IT department (switches and firewall). The system integration company and City IT staff are available on -call to respond to controller and data communication problems 24 hours per day. Section 2.02: Page 2 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley D. Records and Documentation Sanitary sewer television inspections, sewer cleaning maintenance activities, and manhole structure repairs are recorded and documented on the City's electronic sanitary sewer record keeping system using GIS and the City's asset management system. This program allows for efficient electronic retrieval of maintenance records by Utilities Division personnel. The Public Works Superintendent / Supervisor - Utilities oversees the records and documentation for the sanitary sewer system. E. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. The Public Works Director or Public Works Superintendent - Utilities may override provisions established within this policy. Adopted by City Council: Resolution 2010-144 Section 2.02: Page 3 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.03 WATER AND SANITARY SEWER SERVICE MAINTENANCE AND REPAIR POLICY A. Purpose The purpose of this policy is to establish and maintain uniform procedures concerning maintenance and repair of sanitary sewer services and water services within the City of Apple Valley. Regulations pertaining to water and sewer services are provided in the City Code of Ordinances, Section 51.23. B. Definitions The following definitions are hereby established specifically for the purposes of this policy. Curb Stop. The underground valve located along the water service that is used to terminate water supply to a property or premises. Curb Stop Box. The port, riser and associated assembly used for access to the underground Curb Stop from the ground surface. Public Street Right -of -Way. That portion of the surface, air space above the surface, and the area below the surface of any public street, highway, avenue, sidewalk or trail within the City that is owned by, or under control of, the City, or dedicated or otherwise conveyed to the City for general public use by pedestrian or vehicular traffic. The boundary of public street right-of-way is delineated in recorded subdivision plats or legally described in recorded public street easements. Sanitary Sewer Service and Sewer Line. The segment of sanitary sewer pipe that conveys wastewater from a building structure to the public sanitary sewer main. Cleanout. A pipe or pipe(s) with a cap that provides access to the sewer line so that blockages can be removed. Sewer Service Lead. That portion of a sanitary sewer service located within the public street right-of-way. Street Main. Public water distribution infrastructure pipelines and sanitary sewer conveyance infrastructure pipelines (hereinafter Public Water Main and Public Sanitary Sewer Main respectively) meeting the following criteria: installed pursuant to an agreement with the City; owned and operated by the City; serving or intending to serve more than one property; and located within public street right-of-way or public utility easement. Water Service and Water Service Line. The segment of water pipe that conveys potable water from a public water main to a building structure. Water Service Lead. That portion of a water service located within public street right-of-way. Section 2.03: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley C. Sanitary Sewer Service Maintenance Sanitary sewer services require routine monitoring, inspection, and maintenance to maintain proper conveyance capacity and prevent sewer obstruction. Common causes of sewer service obstructions include, but are not limited to, root intrusion, debris entering the service, pipe sags, pipe joint failure, pipe fractures, grease and oil accumulation, sediment accumulation and flushing of over -sized objects. The City does not have sufficient access to the interior of private properties to conduct routine maintenance, inspection and monitoring of sanitary sewer services. The property owner, occupant or user of the premises served is responsible for conducting routine inspection, maintenance, and monitoring, including root cutting and cleaning, of the sanitary sewer service extending from the premises (house) to the public sewer main. The property owner, occupant or user of the premises served is also responsible for promptly notifying the Public Works Department if they are experiencing any sanitary sewer backups. D. Sanitary Sewer Service Repairs 1. SERVICES WITHIN THE PUBLIC STREET RIGHT-OF-WAY The following practices are established for sanitary sewer services connecting directly to public sanitary sewer mains located within the public street right-of-way. After the initial connection has been made to the sewer lead or cleanout; the property owner, occupant, or user of the premises served shall be liable for all repairs required to any sanitary sewer service necessary for connection of the premises to the sewer lead. For repairs involving excavation of the sanitary sewer service, the City shall conduct repairs to the portion of sanitary sewer service located within the public street right-of-way including the cleanout if the property has one. The property owner is liable for damage to the sanitary sewer service within the public street right-of-way that is a direct result of conducting cleaning or root cutting of the sanitary sewer service. For sanitary sewer issues that could be in the City right-of-way, it will be by the direction of the Superintendent/Supervisor that City staff will televise the service from the main to the house via lateral launch. Once the Superintendent/Supervisor has all the needed information, including televised video from City staff and homeowner, they will determine location of the issue and the best course of action for repair. Options include open cut, slip lining, or waiting for a future street project. If a street reconstruction project is planned in the area within the next 3-4 years, the City may wait to fix the service with the future project. Until that time, maintenance of the sewer service is the responsibility of the homeowner. 2. SERVICES OUTSIDE OF THE PUBLIC STREET RIGHT-OF-WAY The following practices are established for sanitary sewer services connecting directly to public sanitary sewer mains located within public easement but outside of public street Section 2.03: Page 2 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley right-of-way. The property owner, occupant, or user of the premises served shall be liable for all repairs required to any sanitary sewer service necessary for connection of the premises to the public sanitary sewer main including repairs to the clean out and service connection fitting, and restoration of streets and ground surfaces. E. Water Service Maintenance and Repair 1. SERVICES WITHIN THE PUBLIC STREET RIGHT-OF-WAY The following practices are established for water services connecting directly to public water mains located within the public street right-of-way. After the initial connection has been made to the water service lead, the property owner, occupant, or user of the premises served shall be liable for all repairs required to any water service line necessary for connection of the premises to the curb stop, including the connection of the water service to the building side of the curb stop. For repairs involving excavation of the water service, the City shall conduct repairs to the portion of water service located within the public street right-of-way including the curb stop. 2. SERVICES OUTSIDE OF THE PUBLIC STREET RIGHT-OF-WAY The following practices are established for water services connecting directly to water mains located within public easements but outside of public street right-of-way. The property owner, occupant or user of the premises served shall be liable for all repairs required to any water service necessary for connection of the premises to the public water main including repairs to the curb stop, curb stop box, service connection fitting, corporation stop and restoration of streets and ground surfaces. 3. FROZEN WATER SERVICES Thawing of all frozen water services is the responsibility of the property owner or occupant. Adopted by City Council: Resolution 2010-144 Section 2.03: Page 3 SECTION 2 —UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.04 WATER METER POLICY A. Purpose The purpose of this policy is to maintain uniform definitions and procedures concerning the installation, repair and replacement of water meters within the City of Apple Valley. City ordinance requires a water meter be installed on all property connected to the City water system to accurately measure the water consumed. Regulations pertaining to water meters are provided in the City Code of Ordinances, Section 51.05. B. Water Meters A water meter is required for each water service. For example, a multi -tenant building with a single water service requires one domestic water meter for said property. The property owner is responsible to install, monitor and maintain any sub -meters installed to track water usage for individual units. Water meters and meter data transmitters for new installations (i.e. new homes or buildings) are purchased from the City. Replacement meters and transmitters are furnished at no additional cost; except when a meter or transmitter has been damaged due to negligence on the part of persons other than the employees of the City. In the case of negligence, the customer shall reimburse the City for the expense of repairing or replacing the meter including labor and material. C. Water Meter Type The City uses specific models of water meters and meter data transmitters to provide uniformity and interoperability for water meter reading operations and provide for an efficient data management process. Specifications for the water meters and transmitters are maintained by the Public Works Superintendent / Supervisor - Utilities. D. Water Meter Installation All water meter installations shall conform to the requirements of the Minnesota State Plumbing Code, the City of Apple Valley Code of Ordinances, and the meter manufacturer's specifications. The following additional installation standards shall apply to water meter installations. 1. Domestic Water Meter: Domestic water meters shall be placed horizontally inside the home or business at least 12 inches above the floor slab and rigidly supported to prevent vibration. The water meter shall be placed in a location allowing access to install and/or remove the water meter by Public Works employees or their agent. 2. Meter Data Transmitter — Endpoint: The meter data transmitter or endpoint shall be installed inside the home or business in accordance with the manufacturer's recommendations and standards established by the Public Works Superintendent / Supervisor - Utilities. Section 2.04: Page 1 SECTION 2 —UTILITIES DIVISION Public Works Department Policies City of Apple Valley 3. Water Meter Bypass: The installation of a water meter bypass assembly shall require specific written authorization by the Public Works Superintendent / Supervisor - Utilities prior to installation. A water meter bypass assembly will not be allowed for standard residential service installations. Permitted installations may include hospitals, nursing homes, schools or manufacturing facilities in continual operation 24 hours per day and will require city -controlled operation of the bypass. 4. Irrigation Meters: A separate irrigation meter is recommended for commercial, industrial, institutional and retail land use types. The sewer use for these land uses is based on the actual monthly domestic water meter reading. No deduct water meters are permitted. Irrigation meters shall be installed in parallel to the domestic water meter. 5. Non -Compliance for Meter Data Transmitter Technology: Should the residential property owner object to the meter data transmitter the following methods will apply: a. The property owner shall complete and sign the Non -Compliance Meter Data Transmitter Technology Request Form. An initial non-compliance fee as established by the City of Apple Valley Fee Schedule will be charged for each non-compliance request. Said fee shall be paid in advance and is non- refundable. b. Residential customers who complete this form will have a new non - communicating electronic register installed on the exterior of their home/building. c. A recurring manual meter reading fee as established by the City of Apple Valley Fee Schedule will be charged for each account with a non -communicating register. Said fee will be added to the recurring utility bill. A customer may elect to have a meter data transmitter installed at any time whereby the recurring fee would cease. 6. Non -Compliance for Internal Meter Data Transmitter: Should the residential property owner object to the meter data transmitter in their home the following methods will apply: a. The meter data transmitter can be installed outside the home. A wire would need to be installed between the meter and data transmitter. A one-time external meter data transmitter installation fee as established by the City of Apple Valley Fee Schedule is required for this alternative. Said fee shall be paid in advance and is non-refundable. 7. Non -Compliance for City or Its Agent to Install Meter Data Transmitter Technology: Should the property owner not allow the City or its agent access to replace the meter and/or meter data transmitter, the customer may, at their own cost, obtain a permit and hire a licensed plumber to complete the installation. The installation must be one Section 2.04: Page 2 SECTION 2 —UTILITIES DIVISION Public Works Department Policies City of Apple Valley of the following methods and will require a City inspection: a. Internal Installation: The City will furnish a meter and meter data transmitter for installation by the property owner's licensed plumber. All costs required for installation shall be paid by the property owner. b. Internal Meter, External Meter Data Transmitter Installation: The City will furnish a meter and meter data transmitter for installation by the property owner's licensed plumber. All costs required for installation shall be paid by the property owner. c. Internal Meter, External Electronic Register Installation: The City will furnish a meter and electronic reader for installation by the property owner's licensed plumber. All costs required for installation shall be paid by the property owner. A recurring manual meter reading fee will be required per section 5.c. above. E. Water Meter Repair and Replacement The City provides for repair and replacement of water meters and meter data transmitters at no additional cost to customers subject to the conditions described in section B above. The following procedure is followed to respond to water meter repairs. 1. A water meter repair notice shall be mailed to the customer providing an explanation of the need to repair or replace the water meter. The notice shall provide clear direction that the customer must contact the City or its agent to schedule an appointment for the meter work. If phone or email information is available, the City or its agent may use these methods to contact customers about the required water meter repair or replacement and schedule the meter work. 2. If the customer does not contact the City or its agent within 10 days following mailing of the first notice described above, a second notice shall be mailed to the customer. The second notice shall contain similar information contained in the first notice and shall inform the customer that water service to the property may be terminated if the meter is not repaired by a set date. Alternate methods for the second notice may be a door hanger left on the customer's door and phone call or email, if available. 3. If the customer does not contact the City or its agent within 10 days following mailing of the second notice described above, a third notice shall be mailed to the customer by certified mail. The third notice shall include a specified date when the water service may be terminated to the property if the water meter is not repaired. 4. If the customer does not contact the City or its agent within the specified date a work task is generated for completion by City staff. The task contains instructions to locate, operate, flag and paint the curb box with blue paint and place a door hanger on the Section 2.04: Page 3 SECTION 2 —UTILITIES DIVISION Public Works Department Policies City of Apple Valley customers door with a specific date water will be shut off if there is no response. The Public Works Superintendent - Utilities shall establish a water service termination date. 5. The Public Works Superintendent - Utilities may proceed with water service termination based on professional judgment of the situation if the customer does not respond to the third notice to schedule repair of the water meter by the established deadline. The Public Works Superintendent - Utilities shall notify the Public Works Director, City Administrator and City Council prior to proceeding with water service termination under this policy. The procedures outlined above do not apply to water service terminations in response to emergency situations or other processes related to vacant properties. While the City fully intends to meet the guidelines established in this policy, the Public Works Director/ Utilities Superintendent may authorize immediate water service terminations that may reasonably be determined necessary to protect the integrity of the public water distribution system or sanitary sewer system. Adopted by City Council: Resolution 2010-144 Adopted by City Council: Resolution 2018-50 Section 2.04: Page 4 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.05 PUBLIC WORKS ON -CALL DUTY POLICY A. Scope of Policy The purpose of this policy is to assist with the uniform administration of on -call duty for Public Works personnel for the City of Apple Valley. This policy provides for the coordinated response to calls for public utility -related service and utility infrastructure system alarms occurring outside of normal business hours. B. On -Call Duties On -call duties consist of continuously monitoring the department's on -call mobile telephone and providing the initial response to calls for Public Works -related utility services during the On -Call Schedule period as defined in Section C of this policy. On -call duty responsibilities include, but are not limited to, the following four primary services 1. Monitor the Supervisory Control and Data Acquisition (SCADA) System that controls the operation and/or monitors the alarm status of water supply wells, lift stations, booster stations, water storage reservoirs, and the water treatment plant. On -call personnel are designated first in the contact protocol to respond to alarms and system malfunctions outside of normal business hours pursuant to the On -Call Schedule. 2. Provide initial response to utility system failures including, but not limited to, water main breaks, sewer system backups, water treatment plant failure, utility -related alarms, isolated flooding, and other utility system failures. 3. Perform emergency Gopher State One Call utility locates as directed by the Public Works Superintendent / Supervisor. 4. Respond to citizen service requests during non -business hours, such as loss of water service, low water pressure, or emergency water service shut-off requests as directed by the Public Works Superintendent / Supervisor. The City shall provide a dedicated iPad and On -Call Mobile Telephone for monitoring the SCADA system and communication with Public Works Department management personnel. This telephone shall be used for official utility -related purposes only. The telephone number shall not be distributed to the general public. The City provides all Utilities staff with an iPad for reviewing utility maps, locate tickets and access to the SCADA system. The iPad can also be used to communicate with the Superintendent / Supervisor and other Utility staff via email or Teams. Management of snow plowing, ice control, and severe weather storm events is beyond the scope of this policy. On -call personnel will not be responsible for coordinating emergency operations for the Public Works Department. This policy does not supersede the procedures and responsibilities defined in the City's Emergency Operations Plan or the Public Works Snow and Ice Control Policy. Section 2.05: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley While serving on -call duty, the employee must remain within the coverage area for the dedicated On -Call Mobile Telephone. The employee must remain within close proximity of the City to be capable of reporting to the Central Maintenance Facility within a maximum of 60 minutes under normal traffic conditions. The employee must be working and not on PTO prior to or during their on -call. C. On -Call Schedule On -call duty assignments will be one (1) week in duration beginning at 6:30 a.m. on Tuesday and extending through 6:30 a.m. the following Tuesday. The Public Works Superintendent / Supervisor - Utilities will maintain a duty schedule of on -call employee assignments. D. Eligibility On -call duty will be assigned to Public Works Department staff having the following qualifications and experience. 1. Minimum of six months employment with the City of Apple Valley. 2. Minnesota class B CDL including tanker and air breaks endorsement. 3. Approval to serve On -Call duty by the Public Works Director, Public Works Superintendent — Utilities and Public Works Supervisor — Utilities. E. Request for Assistance On -call personnel shall contact the Public Works Superintendent / Supervisor on duty should an incident response require any of the following items: 1. Assistance of additional Public Works staff or other City employees outside of their division; 2. Initiating work from a private contractor (e.g., water main repair); 3. Use of off -road equipment, chain saws, excavation equipment, loaders, or dumptrucks; 4. Entry into a confined space as defined by OSHA or climbing any portion of a water storage reservoir. The Public Works Superintendent / Supervisor will assist in contacting additional employees necessary to assist with responses and select employees from street maintenance, fleet or utilities divisions to assist with the response. Section 2.05: Page 2 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.06 STORM WATER INSPECTION AND MAINTENANCE POLICY A. Purpose This policy is intended to guide effective and efficient maintenance of the City's public storm water system. Procedures identified in this policy are intended to maintain the storm sewer system to prevent storm sewer backups, flooding and to extend the life of the system. This policy takes into consideration public safety, the City's budget and personnel, environmental factors, and the cost of implementation. The Public Works Department is responsible for managing the construction, operation, and maintenance of the public storm sewersystem. As an MS4 community, the City follows the inspection requirements outlined in the NPDES permit, as amended. This includes inspection of all stormwater ponds, outfalls, and structural BMPs (sumps, stormceptors, hydrodynamic separators, etc.). B. System Mapping and Inventory Data The City operates approximately 216 miles of public storm water mains, 2,296 manhole structures, 5,580 catch basins, 1,956 sumps and 12 storm water lift stations within the public storm sewer system. The City maintains an official storm water system map electronically through the City's geographic information system (GIS) and inventoried in the City's asset management system. The Public Works Department is responsible for annual updates to the system map based on storm water construction and replacement work that occurs during the preceding year. C. System Inspection and Maintenance Components of the storm water system are inspected and maintained on a routine basis to provide proper operation and conveyance capacity. The Public Works Superintendent / Supervisor - Utilities is responsible for supervising inspection and maintenance activities for the underground portion of the storm water system including cleaning and televising storm lines and cleaning sump catch basins. The Public Works Superintendent / Supervisor - Streets is responsible for supervising inspection and maintenance activities for the aboveground portion of the storm water system including ponds, inlets and outlets, and the road portion of the storm water system. 1. STORM SEWER MAIN PIPES The City inspects the storm sewer mains with a television camera. These inspections are done to determine the condition of the storm sewer mains and identify defects including cracks, fractures, separation, or broken segments. Storm sewer mains located on a street where a street maintenance project is planned will be inspected before and after such a project. Television inspection may also be used to inspect the system where there are possible problems. Storm sewer sections identified with significant structural defects are scheduled for rehabilitation. Possible rehabilitation options include end to end Cured -in - Place Pipe (CIPP) lining and excavation/replacement methods based on specific site conditions. Storm sewer mains in a new development must be lamped or mandrel tested before said mains are turned over to the City. Section 2.06: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2. CATCH BASIN / SUMPS The City performs routine maintenance on storm water catch basins and sumps each year. Routine maintenance includes catch basin/sump cleaning and is performed to remove debris, and sediment, that can accumulate within the storm water structures. Routine sump cleaning is scheduled on a 2-year rotation. Work is typically completed using City -owned jetting and vacuum extraction equipment along with outside contracted services to help maintain the storm water system. 3. MANHOLES Maintenance personnel check the following items during maintenance operations: casting condition, adjustment rings for condition and infiltration, structure walls for cracks and infiltration, debris on benches, and debris or blockage of inverts. Manhole structures identified with defects are cleaned or repaired as necessary to prevent further deterioration, infiltration, or corrosion. 4. LIFT STATIONS The City performs regular inspections of lift stations, alarm systems, and electrical components. During the operating (Spring, Summer and Fall) months the lift stations are inspected daily, weekly and monthly depending on their operating status. During inspection, the following items are reviewed: - Manual operation of each pump, monitoring of noise and vibration, review of pump run times, general check of programmable logic controller (PLC), and security/lockup of station control panel. - Visual inspection of wet wells, cleaning and testing of transducers/floats, review of set points, and testing of alarm systems. - Maintenance of the check valves, grease pump motors, oil blowers, and dehumidifier operation. - Maintenance on the air release valves, grease motors, change oil in pumps and blowers, dehumidifier operation. Inspection of pumps is done by an outside vendor. Most Lift station operations are continuously monitored through the City's Supervisory Control and Data Acquisition (SCADA) system. The SCADA system includes alarm protocols that notify Utility Division personnel by automated telephone contact. Repairs and maintenance of the SCADA system are provided by the City's system integration consultant and the City's IT department (switches and firewall). The system integration company and City IT staff are available on -call to respond to controller and data communication problems 24 hours per day. Section 2.06: Page 2 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley D. Records and Documentation Storm water television inspections, storm water system maintenance activities, manhole structure repairs, catch basin repairs and sump cleaning are recorded and documented in the City's asset management system and using GIS. This program allows for efficient electronic retrieval of maintenance records by Public Works personnel. The Public Works Superintendent / Supervisor — Utilities, Public Works Superintendent / Supervisor — Streets and Natural Resources Coordinator oversees the records and documentation for the storm water system. E. Limitations While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including, but not limited to, budget constraints, critical equipment failure, or weather and other emergencies may prevent the City from meeting the guidelines established herein. The Public Works Director or Public Works Superintendent / Supervisor - Utilities may override provisions established within this policy. Adopted by City Council: Resolution 2010-144 Section 2.06: Page 3 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 2.07 APPLICATION POLICY FOR INSTALLATION OF ANTENNAS ON CITY -OWNED PROPERTY A. Purpose City -owned water ground reservoirs, elevated water tower and lattice tower are ideal sites for the installation of antennas for private companies' communication systems. Other City - owned properties may also be considered for communication facilities. Upon receiving an antenna request application, the City may be required to contract with a professional consultant to review technical specifications of the communication equipment. The City also requires the City Attorney to review and/or negotiate antenna lease agreements. These expenses are borne by the party expressing a desire to place an antenna on a City - owned property via escrow determined by the City. This escrow is paid before any consultant work is started and even if a lease agreement and /or amendment is not ultimately achieved. B. Statement of Policy The City shall charge potential users a fee to offset the cost of retaining professional engineers and attorneys to review the technical data associated with each potential user and to review lease agreements. The fee amount is calculated based off estimates from contract engineers and the City Attorney. This fee shall offset City costs prior to an applicant entering into a lease agreement with the City. In the event these costs are more than the initial fee amount, the applicant shall be required to pay the additional costs. C. Procedure 1. The application form and all pertinent information shall be submitted to the Utilities Superintendent who will review the information to determine the amount of escrow (consultant reviews - engineering and attorney) required. An escrow letter will be mailed to the applicant outlining their fees for the review and inspections. No work will begin until the escrow is received. At this time, a City project number will be assigned based on the following format: TM-QP-112022-SEH (telecom provider — location — month/year application receive — and consultant engineer). 2. The Utilities Superintendent will start the review process by emailing both the consultant engineer and the City Attorney the application, plans and any other pertinent information needed to conduct their review. 3. After the application information has been reviewed and approved, the lease agreement or amendment shall be negotiated by the City Attorney and the applicant through the Utilities Superintendent. No applicant shall communicate directly with the City's consultants. 4. Upon agreement of the lease details, the lease shall be signed by the applicant and brought to the City Council for its approval. Section 2.07: Page 1 SECTION 2 — UTILITIES DIVISION Public Works Department Policies City of Apple Valley 5. Once all agreements and/or amendments are signed there will be a preconstruction meeting held with the City, the city's engineering consultant, applicant and applicant contractors prior to any work starting. During this meeting, items like inspections of welds, paint and site cleanup will be discussed. 6. Once all work is completed there will be a final inspection and all outstanding punch list items must be completed, also the City will review the escrow account making sure there are no over runs. Section 2.07: Page 2 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley 3.01 EMERALD ASH BORER MANAGEMENT POLICY A. Purpose The purpose of this policy is to establish and maintain practices to minimize the impacts of Emerald Ash Borer (EAB) on ash trees in Apple Valley. Guidelines are based on current city arboricultural practices, city equipment, and labor resources. City practices will generally follow current recommendations from the Minnesota Department of Agriculture, Minnesota Department of Natural Resources, and University of Minnesota Extension. This policy outlines the proactive approach to managing the existing and current EAB infestation within Apple Valley. The EAB plan will follow an adaptive management strategy and employ actions attaining proven results while incorporating new ideas as they surface. B. Introduction Emerald Ash Borer (EAB), Agrilus planipennis, was first identified in the United States near Detroit, Michigan in 2002, as the culprit for significant ash tree death. EAB was thought to have been there for at least ten years prior to its discovery. EAB is native to Asia where it is a secondary insect with natural predators that control its population levels, like many of our native insects. Here in the United States, there are no natural predators and EAB populations explode and cause devastating tree loss. EAB attacks and kills all ash tree species, both healthy and stressed. EAB has since spread from Michigan into Canada and neighboring states. EAB was confirmed in Green Bay and Victory, Wisconsin in spring 2009. In May of 2009 EAB was confirmed in St. Paul, Minnesota and then in Minneapolis in early winter 2010. EAB was confirmed in Apple Valley in 2015. EAB has killed millions of ash trees where it has become established. Ash trees are a significant part of Minnesota forests and a common species on city boulevards and private landscapes. Ash trees were frequently planted to replace elm trees lost to Dutch elm disease in the late 1970's and 80's. Many experts claim EAB tree loss and associated costs will surpass that of Dutch elm disease. EAB is difficult to diagnose in the early stages and can be established in a tree for 2-3 years before symptoms become apparent. During that time, one generation of beetles can emerge from an infested tree each year and fly to neighboring ash trees. EAB spreads approximately one to two miles per year on its own, the average annual flight distance of an adult beetle. EAB can spread hundreds of miles each year by human activities through transportation of firewood, nursery stock, saw logs, and other ash products. Section 3:01: Page 1 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley C. Best Management Practices The City of Apple Valley will develop and implement Best Management Practices (BMPs) to manage the response to EAB infestation within the City. These BMPs include tree inventory, early detection, proactive and reactive removal, proper disposal of infected tree material, and more sustainable replanting practices. The following sections provide a summary of BMPs. D. Program Administration The Public Works Director will take the lead role in managing EAB and ash trees on all public street right of ways and enforcing City Ordinance requirements for EAB-infested ash trees on private properties. The Park and Recreation Director will take the lead role in managing EAB and ash trees on all park land properties. E. Tree Inventory The City completed an inventory of all public street trees in 2009. A total of 9,572 trees were identified within public road right-of-way. Of those, 2,408, or 25%, of the total were found to be ash trees. In 2023-24, City Natural Resources staff performed a re -survey and provided an update of the City's ash population utilizing the 2009 inventory as a baseline. As of December 2024, 99% of all untreated public ash trees in boulevards and maintained park areas have been removed or contracted for removal. Ash trees growing in maintained areas of Apple Valley parklands were inventoried in 2009. These trees were inventoried to assess the impact to parkland due to EAB mortality. A total of 820 ash trees were identified within the maintained areas of the City parks. Ash trees in forested park lands have not been inventoried at this time. The inventory contains boulevard ash trees currently being treated by adjacent residences that have elected to treat on a two-year cycle at their own personal cost. It will continue to be updated as necessary. The City will continue to maintain the tree inventory database using geographic information system (GIS) and asset management software. The database will be updated as ash trees are removed from public property, public right-of-way, and open park areas. F. Public Education The City will generally follow EAB management practices recommended by agencies such as the Minnesota Department of Agriculture, Minnesota Department of Natural Resources, and University of Minnesota Extension. Staff will attend EAB workshops and seminars on a regular basis to stay current with recommended EAB management strategies. Staff will also coordinate EAB management strategies with neighboring cities and agencies to determine the most feasible methods to manage EAB. The City will provide up-to-date EAB information to residents through the City website, quarterly newsletter, newspaper articles, and residential site visits. Staff will also update the City Council on the status and current management strategies for EAB on a periodic basis. Section 3:01: Page 2 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley G. Management of Ash Trees on Public Property The City will remove EAB-infested ash trees from maintained City property areas in accordance with the City's Shade Tree Disease Regulations contained within City Ordinance. The City will not plant new ash tree species within public property, right-of-way or park land. For EAB-infected trees on unmaintained parkland, City staff will evaluate areas for removals on a case -by -case basis. An emphasis will be placed on the removal of EAB-infected trees on City property that could impact areas such as: residential properties, roadways, trails, and along maintained parkland edges. The City will endeavor to replace ash trees removed by the City from the public street right-of- way, based on available funding. No trees shall be replanted in the public boulevards due to underground utilities and other infrastructure conflicts, unless it's part of an approved streetscape. Any trees or tree programs offered to residents as boulevard ash tree replacement shall be planted only in front yard private properties. A list of recommended tree species has been compiled and will be monitored by the City for planting on public property, developments, and projects to assure species diversity and prevention of monocultures. The City's use of EAB-inhibiting pesticides on ash trees in the public street right-of-way will be at the discretion of the Public Works Director and limited to the following locations, to the extent that resources are available: 1. The Ring Route; and 2. Major Collector designated roadways. Property owners with boulevard ash trees may choose to chemically treat the tree at their own cost if: 1. The owner notifies the City and the City verifies that the tree is in good health and not already infested; and 2. The City verifies the tree is not causing sidewalk, curb, or other infrastructure hazards before treatment; and 3. The owner utilizes the trunk injection method by a licensed pesticide applicator; and 4. The tree is tagged with the date of treatment. The City is not liable for any payments or refunds if the tree is damaged or removed after injections are complete. Section 3:01: Page 3 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley H. Management of Ash Trees on Private Property The City and other agencies do not have an ash tree inventory for private properties. Undoubtedly, there are thousands of ash trees on these parcels. Green ash is native in wooded areas and many ash trees have been planted on private property due to the popularity and variety of ash species previously available as nursery stock. Apple Valley Ordinance §152.45 Shade Tree Disease Regulation has been updated to include EAB as a nuisance along with oak wilt and Dutch elm disease. Staff will continue to monitor ash trees throughout the community to identify potentially infected trees. City Ordinance 152.45 provides for a structured abatement and disposal program for trees infected with EAB within the City of Apple Valley. The City also offers a tax assessment process for disease tree management. Residents are being provided a new extended payment program for the removal of diseased trees under the City's shade tree management code. If the property owner does not remove the diseased tree(s), the city will seek quotes from licensed tree contractors for the removal and disposal of the diseased tree(s) on the property. Costs for this service will include an administrative fee, sales tax, and interest for participating in the payment of trees. Public Works staff will assist Apple Valley property owners with identifying EAB and best management practices. Staff will conduct site visits to inspect trees on a monitoring basis and at the request of property owners. The City encourages residents to be proactive and plant new replacement trees prior to discovery and establishment of EAB. The City will attempt to extend a preventative treatment price to residents for treating private property trees, or for trees within the boulevard areas if the conditions above are met. To limit the spread of EAB, all infested ash wood or brush from public or private property shall be destroyed as specified by the Minnesota Department of Agriculture or Natural Resources. Adopted by City Council - October 28, 2010 Amended by City Council —April 23, 2015 Resolution 2015-61 Section 3:01: Page 4 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3.02 STORMWATER POLLUTION PREVENTION PROGRAM (MS4) POLICIES A. Purpose Stormwater runoff is one of the biggest impediments to surface water quality in Apple Valley. Under the federal Clean Water Act and the National Pollutant Discharge Elimination System (NPDES), cities must implement management practices to reduce the risk of pollution entering waterbodies through a stormwater system. The Minnesota Pollution Control Agency (MPCA) oversees and administers the Municipal Separate Storm sewer (MS4) program on behalf of the US Environmental Protection Agency that regulates these management practices to ensure that federal and state requirements are met. The Apple Valley Stormwater Pollution Prevention Program (SWPPP) lays out the management practices the City employs to address pollution within its stormwater system and to meet regulatory requirements. A copy of the current SWPPP can be found on the City's website. The SWPPP is comprised of six Minimum Control Measures (MCM) to help reduce the discharge of pollutants into the stormwater system. A summary of MCMs along with the departments responsible and associated policies and procedures are included in this section. The six MCMs are: 1. Public education and outreach 2. Public participation and involvement 3. Illicit discharge detection and elimination 4. Construction -site runoff controls 5. Post -construction runoff controls 6. Pollution prevention and municipal "good housekeeping" measures In addition, the MS4 program also looks at impaired surface waters with approved Total Maximum Daily Load (TMDL) Studies. An annual Accounting Spreadsheet summarizes the water quality efforts Apple Valley completes in order to improve the water quality of impaired waters within the City. MCM 1 Public Education and Outreach: • Responsible Division, Position: Natural Resources, Natural Resources Coordinator, Water Resources Specialist, Natural Resources Technician • Policy: The City has an education outreach plan to help inform the public of best practices associated with surface and stormwater management. The City completes education and outreach through the website, seasonal City newsletters, the Home and Garden Show, lake association meetings, social media, and various other events that may occur throughout the year. The education and outreach plan includes addressing: Section 3.02: Page 1 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley o Salt Management: Impacts of deicing salt on receiving waters, ways to reduce deicing salt use, and proper storage of salt or other deicing materials o Pet waste: Impacts of pet waste on receiving waters, proper management of pet waste, and the City's ordinance for regulating pet waste o Illicit Discharge Detection: identifying and preventing non-stormwater discharge into the city's stormwater system o General Stormwater topics: best practices for lawn care and near -shore management, managing impaired waters, water quality grant programs, and water quality volunteer opportunities (storm drain stenciling, Wetland Health Evaluation Program (WHEP)) MCM 2 Public Participation and Involvement: • Responsible Division: Natural Resources, Natural Resources Coordinator, Water Resource Specialist, Natural Resources Technician • Policy: The City utilizes the City's website and the annual Home and Garden Show to allow for the public to comment on the City's SWPPP. In addition, the City engages the public through our volunteer programs including: o Storm drain Stenciling o Wetland Health Evaluation Program (WHEP) o Citizen Assisted Monitoring Program (CAMP) o Grant Programs: City -led Rainwater Rewards Grant Program and Soil and Water Conservation District -led Landscaping for Clean Water Grant o Other volunteer opportunities (removing trash from ponds, weeding raingardens, native planting events, hazardous waste collection day, etc.) MCM 3 Illicit Discharge Detection and Elimination: • Responsible Divisions: Multiple, Public Works Divisions: Natural Resources (primary), Utilities, Streets; Police Department, and Fire Department • Policy: Detecting and eliminating non-stormwater discharges is managed across multiple divisions. The Natural Resources Division is responsible for educating all field staff on detecting, inspecting, and eliminating illicit discharges each year. Police and Fire receive regular training. See the City's Spill Response Procedure (Public Works Policy 3.03) for more information on proper spill procedures. • Inventory: The City does not have any heavy industrial users with high risk of illicit discharges. Areas with greater potential for illicit discharge include: Magellan Pipeline companies, sand and gravel mining facilities, businesses within the Johnny Cake Ridge Road/150th St NE quadrant, active construction sites, and fast-food locations along the Cedar Ave corridor. Other priority areas the City may include are locations where illicit discharges have been identified in the past, land uses with industrial activities, and using the MPCA's "What's in the neighborhood map" to further identify priority areas. All these priority areas are inspected in conjunction with regular pond inspections, maintenance activities, or on a complaint basis. Being a primarily residential community, the City has not identified any specific land use Section 3.02: Page 2 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley having higher likelihood for illicit discharges at major outfalls directly upstream of our lakes. The City will utilize asset management software and City files to organize the data. MCM 4 Construction Site Stormwater Runoff Control: • Responsible Divisions: Natural Resources, Natural Resources Coordinator, Water Resources Specialist, Natural Resources Technician (primary); Engineering, City Engineer, Assistant City Engineer, and Engineering Technicians (primary) • Policy: Stormwater running off construction sites can carry sediment and other pollutants into nearby wetlands, rivers, and lakes. The City's Natural Resource Management Permit requires sediment and erosion controls as part of permitted projects. The Natural Resource Technician is responsible for inspecting and ensuring appropriate erosion and sediment controls through project construction. For internal City projects, the City's Engineering Technicians and consulted project managers are the responsible party. The Natural Resources and Engineering Divisions are responsible for ensuring that all inspectors receive appropriate training. See the City's Enforcement Response Procedures (Public Works Policy 3.04), MS4 Plan Review Procedures (Public Works Policy 3.05), and the Natural Resource Management Plan Policy (Public Works Policy 3.06) for more information. • Inventory: The City Natural Resources staff maintains a written and mapped inventory of active construction sites. An active inspection list is available in the Cities permit management system program. MCM 5 Post -Construction Stormwater Management: • Responsible Divisions: Natural Resources, Natural Resources Coordinator, Water Resources Specialist, Natural Resources Technician (primary); Engineering, City Engineer and Engineering Technicians (primary) • Policy: Managing stormwater onsite post -construction can mitigate the impacts of paved surfaces on the City's surface waters. The City's Surface Water Management Plan outlines the policies required for surface water and stormwater management. The Natural Resources Division and Engineering division are responsible for enforcing stormwater management requirements for public and private projects. The City requires owners of private stormwater facilities to record maintenance agreements on their property. See the City's Enforcement Response Procedures (Public Works Policy 3.04), Plan Review Procedures (Public Works Policy 3.05) and the Natural Resource Management Plan Policy (Public Works Policy 3.06) for more information. • Inventory: The City Natural Resources Staff maintains a written inventory of structural stormwater BMPs with a long-term maintenance agreement implemented since August 1, 2013. MCM 6 Pollution Prevention/Good Housekeeping: • Responsible Divisions: Multiple Public Works Divisions: Natural Resources (primary) Natural Resources Coordinator, Water Resources Specialist, Natural Resources Technician; Section 3.02: Page 3 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley Utilities, Utilities Superintendent and Utilities Supervisor; Streets, Street Superintendent and Street Supervisor, Fleet Maintenance Supervisor; Parks Department, Parks Superintendent, and Fire Department, Fire Chief. • Policy: The City implements best practices to prevent stormwater pollution from daily activities. This includes best practices such as appropriate chemical and material storage, street sweeping, snow and ice management, and water quality projects to improve water quality. This also includes inspecting City infrastructure and facilities to ensure that these best practices are functioning as designed. The Natural Resources division is responsible for coordinating training for all field staff on best management practices and working with the Engineering division, consultants, and local partners to implement water quality projects to help meet water quality goals of impaired water bodies. The Streets division is responsible for training field staff on snow and ice management. See Public Works Policies on Snow and Ice Control (Public Works Policy 1.01); Street Sweeping (Public Works Policy 1.02); and Storm Sewer System Inspection and Maintenance (Public Works Policy 2.06) for more information. • Inventory: The City inventory of permittee owned and operated facilities is shown in the table below. Type of Potential Pollution City Owned Facilities Composting Central Maintenance Facility, 6442 140th St W Material Storage Yard Equipment Storage and Maintenance Pesticide Storage Salt Storage Vehicle Storage and Maintenance (fueling) Material Storage (soil) Lebanon Cemetery, 5450 150th St W Snow Storage, Public Swimming Pool Johnny Cake Ridge Park West Material Storage (soil, ballpark sand) Johnny Cake Ridge Park East Material Storage (soil, ballpark sand) Quarry Point Park Public Golf Course, Material Storage Valleywood Golf Course Hazardous waste disposal; Hazardous waste The City does not own or operate any of these handling and transfer; Landfills; Solid waste facilities. handling and transfer Parks and Parking Lots The City maintains a map of City parks on our website. Public Parking Lots City owned lots are located at the Central Maintenance Facility, Municipal Center, Old City Hall, and City Fire Stations Public Golf Course Valleywood Golf Course Section 3.02: Page 4 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley Public Swimming Pools Johnny Cake Ridge Park West (Splash Valley), Redwood Community Center Additional Pollution Prevention Plan Components Mapping Purpose: The MS4 permit requires the permitee to update and maintain storm sewer system maps that depict all pipes greater than 12 inches in diameter, flow direction in the pipes, outfalls, receiving water bodies, and structural stormwater BMPs that are part of the City's storm sewer network. Responsible Division: Engineering, Utilities, and Natural Resources divisions will work with the GIS Coordinator on implementing updates to the City infrastructure mapping system. Procedure: When new infrastructure is added or altered within the City's stormwater system, data will be shared with the GIS coordinator to update the asset in the City's GIS and asset management software. As part of annual inspections, Natural Resources staff will report any needed corrections or errors to the GIS coordinator for correction. Pond Assessment Procedure and Schedule Purpose: The National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer Systems (MS4) General Permit requires the City of Apple Valley to develop a Pond Assessment Procedure and Schedule (procedure) to evaluate the treatment effectiveness for TP (Total Phosphorus) and TSS (Total Suspended Solids) of all its owned and operated constructed stormwater ponds. This procedure is an explanation and compilation of applicable methods used by the City to determine pond effectiveness. Responsible Division: Natural Resources, Water Resource Specialist (primary), Natural Resources Technician; Engineering Division, Assistant City Engineer Procedure: When determining pond effectiveness, the City shall employ two routes of effectiveness assessment: the individual pond inspection, and the system wide water quality review. 1. Pond Inspection: Pond inspection will use the results of visual observations recorded during regular required pond inspections that evaluate all ponds once during every permit term. Pond inspections are completed in asset management software. Issues are reported to the appropriate division for repair. The following factors will determine future maintenance needs: Section 3.02: Page 5 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley • Whether the basin is short circuiting • Whether the basin appears full or not of sufficient depth o Inspectors will rely on easy visual cues, such as a preponderance of large deltas • Whether major erosion issues are observed • Whether there is an infiltration related functionality issue o Examples include broken pond liners or in/filtration benches/facilities that are not infiltrating • Whether there are structural issues, such as pipe separations. • Presence of invasive and nuisance species, such as carp, muskrats, etc. • Terrestrial and aquatic vegetation, lack of pond buffer, presence of blue green algae, duckweed, etc. • Monitoring data if available and desired as part of subwatershed analyses. 2. Water Quality Models: The system wide water quality review will involve updating and reviewing the system wide water quality model that the City has developed for the entire stormwater system as part of its Surface Water Management Plan. The City has developed various models (P8, XP-SWMM) of the entire stormwater system. The City will use the results of the individual pond inspections and the system wide water quality model to inform each other. For example, the modeling results could point to a heavy pollutant loading area where further inspection and sampling may be warranted. Alternatively, inspection results may lead to changes in model inputs for certain ponds. The City may also elect to study some waterbodies further based on inspection and modeling results. Further study could involve in-depth bathymetry surveys, water or sediment samples, flow monitoring, or further modeling. Other factors that could also lead to further study include the results of associated infrastructure inspections (e.g. inlets and outlets), resident complaints, geographic inclusion within an impaired watershed, and proximity to major infrastructure projects. It should be noted that the City and neighboring communities participate in the CAMP Program. Approximately 95% of the City falls within a watershed for a local small shallow lake that is monitored under the CAMP program. This ensures that the City does have some reliable data available on the functionality of the entire system with regards to phosphorus. The CAMP Program is run by the Met Council and tests for TP, TKN (Total Kjeldahl Nitrogen), CLA (Chlorophyll -A), and clarity. Documentation (Record Keeping): Documentation of pond inspections shall be recorded in the applicable infrastructure assessment and management database. The Engineering Division of Public Works shall house Section 3.02: Page 6 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley and maintain the system wide P8 model and other various modeling software/reports. Schedule: The City has divided its 300+ ponds into 5 pond inspection areas, totaling approximately 65 ponds for each area. Each year, the Natural Resources Division will inspect an area so that each pond will be inspected at least once throughout the duration of the MS4 permit. Staff will utilize Cartegraph or similar asset management to complete pond inspections. Issues noted during inspections will be reported to the appropriate division. • Streets: Responsible for cleaning visible material within ponds, inlet and outlet pipes. • Utilities: Responsible for televising and clearing blockages located inside pipes. • Engineering or Engineering Consultants: Responsible for preparing costs and plans for larger repair projects. The system wide water quality review and model update or refinement will occur concurrently with mandatory planning updates, or about once every 10 years. Individual pond inspections shall follow the guidelines of the MS4 Permit; each pond shall be inspected at least once every permit term. Conclusion: These procedures outline pond inspection procedures and are intended to be a guideline of how the City will evaluate pond effectiveness for TSS and TP treatment. The City has the authority to revise these procedures at any time. Annual Assessment: As part of each year's annual reporting, the City will assess each portion of this policy and document any modifications made to the program in the previous year. Section 3.02: Page 7 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3.03 MS4 SPILL RESPONSE PROCEDURES A. Purpose The National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer Systems (MS4) General Permit requires the City of Apple Valley to develop spill response and emergency procedures for preventing spills (illicit discharges) from entering the City's stormwater system and waterbodies. This policy shall serve as a guide for cleanup, mitigation, and ensuring public safety in response to spills with the potential to enter the City's stormwater system, drinking water sources including infiltration into groundwater, surface waters, and otherwise harm public safety or the environment. A separate procedure details the enforcement response to spills in violation of City regulations called "MS4 Enforcement Response Procedure" (ERP). The two procedures are interrelated and intersect during certain activities. The included flow chart better details how the ERP and Spill Response Procedure (SRP) intersect. B. Procedure The SRP will follow the activities detailed according to the spill response flow chart. In the event of a spill, responders shall assess the risk to public safety, risk of environmental harm, and whether City or other regulations were violated and respond accordingly. Cleanup shall be initiated immediately for highly mobile spills so long as it doesn't interfere with a more immediate public safety incident or emergency; the Utilities and Streets Division of Public Works shall be the primary entity overseeing cleanup for spills not associated with emergencies, special sweeping operations, or certain enforcement actions. The Fire Department will assist in spill management and contacting the appropriate entities for cleanup. The Minnesota Duty Officer (651-649-5451 or 1-800-422-0798) shall be contacted for spills with the potential to pollute Waters of the State, for spills that require extra technical guidance or resources to manage, for spills of petroleum of five gallons or more, or for any other circumstance by law that requires contacting the Minnesota Duty Officer. The City maintains the following materials and equipment available for containment, cleanup, and disposal of spills: Material or Equipment Location Responsible Division Sandbags Warm storage building #3 Streets Spill Kits Various public works trucks Fleet Vac Truck Water treatment plant Utilities Street Sweepers Seasonal Streets storage or Streets warm storage #3 Wood Chips Outdoor storage pad south of Streets warm storage #3 Oil Absorbent Booms and Pads I Warm storage #3 NA— originally provided by Section 3.03: Page 1 SECTION 3 — NATURAL RESOURCES DIVISION Outdoor Sanitary Stockpiling and Disposal Area Excavation and Hauling Equipment Temporary Pipe Plugs SW of salt storage barn — Warm Storage #3 Water treatment plant Public Works Department Policies City of Apple Valley State Duty Officer Utilities Streets Utilities Tools Available The Utility division has the following tools available for investigating illicit discharge: • Mobile cameras • Materials to complete water quality sampling and access to labs to analyze water quality samples • Smoke testing equipment • Dye testing equipment Required Documentation (Record Keeping): The city shall attempt to collect the following information for all spills and related mitigation communications and actions • Critical information related to describing the nature of the incident: • Date and time • Material spilled • Who reported the spill • How the spill happened • Location of the spill and affected downstream areas • Items detailed for record keeping as part of the ERP: • Name of the person responsible for the violation • Date and location of violation • Description of the violation • Reference to code, policy, or other regulatory mechanism governing violation • Corrective actions and schedule for completion issued • Photos, test results, witness accounts, or other evidence collected • Date and type of enforcement or enforcement communication used to compel compliance • Referrals to other regulatory organizations (if any) • Date resolved • A record of communication with the MN Duty Officer, MPCA staff, and other affected agency staff. • Date and time of notification of MN Duty Officer should be noted in records. • A record of communication with the public. • A record of safety procedures followed/initiated to protect responders and the public. Section 3.03: Page 2 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley • A record of equipment, labor, and expenses expended responding to the spill. • This information may be used to recoup costs as part of enforcement if applicable. • A record/analysis of any lasting environmental or public harm if a full cleanup is not possible. This data is currently stored in any of the following locations depending on the type of inspections: PIMS system or similar permitting system, Cartegraph system or similar asset management software, electronic files, police records, fire records, or paper files. Each year, Natural Resource staff obtain a list of all reported illicit discharges across all departments for inclusion in the MS4 annual report. De -Icing Material Purpose: De-icing materials such as salt and brine can be an additional source of illicit discharge into the City's MS4 system. Policy: The City requires that all de-icing material be covered or indoors; be located on an impervious surface; and implement practices to reduce exposure when transferring material in designated salt storage areas (e.g., sweeping, diversions, and/or containment). Permitting: Chapter 152.55 of City Code requires a Natural Resources Management permit for bulk storage of de-icing material or substance and outlines the requirements needed to issue a permit. Training: Each year, Natural Resource staff trains all field staff in illicit discharge recognition (including conditions which could cause illicit discharges) and reporting illicit discharges for further investigation. Field staff includes, but is not limited to, Police, Fire Department, Public Works, and Parks staff. Police and Fire departments receive hands-on training with their regular Haz- mat training. Public Works Admin staff and Natural Resources will keep record of the training including the subject matter covered, the date of the event, and the name and department of individuals in attendance. Police and Fire will record their training information separately. Annual Assessment: The City will conduct an annual assessment of the spill response procedure to determine if additional program improvements are needed. Conclusion: These procedures are intended to be a tool to be used by the City staff as a stepped mitigation in response to spills. The City has the authority to revise these procedures at any Section 3.03: Page 3 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley time. The City also has the authority to take mitigation responses other than as indicated in this plan. Section 3.03: Page 4 SECTION 3 —NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3.04 ENFORCEMENT RESPONSE PROCEDURES A. Purpose The National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer Systems (MS4) General Permit requires the City of Apple Valley to develop an Enforcement Response Procedure (ERP) for violations of its City Code regulations related to storm water management, including construction site erosion and sediment control; illicit discharges and connections to the City's stormwater system; and post -construction stormwater management. This ERP is a compilation of applicable City Code regulations, policies, procedures, and references that the city uses to administer and enforce the MS4 program. In the event of any conflict between this ERP and the City Code, the City Code shall govern. This document shall serve as a guide for conducting enforcement of the City's storm water management regulations within the City. B. Procedure City policies and regulations effectively prohibit discharges into the stormwater system whether those discharges occur due to illicit connections, illicit discharges, construction activities, failure to comply with post -construction erosion control measures, or failure to properly maintain on -site stormwater facilities in accordance with city regulations or a maintenance agreement. City inspections and enforcement investigations are conducted on a routine and reactive basis. Routine inspections generally occur on permitted sites, in areas of concern, on City projects, and during stormwater infrastructure inspections. Reactive inspections occur following a complaint or notification. If a prohibited discharge is found in and/or entering the City's storm water system as described in the provisions above, the party responsible may be subject to the following actions, either singly or in combination, depending on the nature and severity of the violation and history: a. Informal notice b. Written notice of violation c. Referral to another regulatory Department or Agency d. Criminal citation (Misdemeanor violation) e. Withholding or draw on performance security on deposit with the city, if applicable f. Abatement of nuisance and assessment of costs back to property g. Stop work order, if applicable In. Misdemeanor prosecution i. Criminal penalties, if appropriate Section 3.04: Page 1 SECTION 3 —NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley Failure to comply with a notice or order from the City may subject the offender to escalating or additional enforcement actions. The timeframe for completing the corrective action will depend on the severity of the issue. An immediate threat to public safety, health, or water bodies shall be initiated immediately. Other instances shall be managed by the end of the next business day or within timeframes associated outlined within the Construction Stormwater (CSW) permit. C. Required Documentation (Record Keeping): The city shall make an effort to collect the following information for all stormwater-related enforcement communications and actions: • Name of the person responsible for the violation • Date and location of violation • Description of the violation • Reference to code, policy, or other regulatory mechanism governing violation • Corrective actions and schedule for completion issued • Photos, test results, witness accounts, or other evidence collected • Date and type of enforcement or enforcement communication used to compel compliance • Referrals to other regulatory organizations (if any) • Date resolved This data is currently stored in any of the following locations depending on the type of inspections: PIMS permitting system, Cartegraph or asset management system, electronic files, or paper files. D. Process for Receiving Complaints from the Public: The City may receive complaints and concerns expressed by the public and the City will actively investigate each complaint or concern received. In most cases, an investigation will require a site inspection. Where a site inspection is required, the city will follow inspection procedures set forth in City regulations, policies, and guidance documents. If a violation is found, the City will follow its standard enforcement procedures, including those set forth in this ERP. The City has available on its website contact information for the public to make complaints and concerns. During normal city operating hours, walk-in complaints can be received as well. City administrative staff are trained in directing inquiries and complaints to the appropriate personnel. In all cases, a reasonable effort is made to keep complainant information confidential. Responsible Staff: Natural Resources Technician and Water Resources Specialist will be responsible for responding to complaints and conducting necessary enforcement. This may include assistance from Code Enforcement, Engineering, or Building Officials. Section 3.04: Page 2 SECTION 3 —NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley E. Guiding Regulations and Documents The following list of Chapters and Sections from the Apple Valley Code of Ordinances shall apply: Chanter 10: General Provisions • Chapter 10.18: Lists City officials capable of issuing citations. • Chapter 10.99: Sets forth that violation of City code qualifies as a misdemeanor. Chapter 50: Garbage • Chapter 50.06: Prohibits the placement of refuse and yard waste on public areas and private lands without consent. • Chapter 50.07: Accumulations of waste in violation of City code declared a public nuisance the City may abate and assess. Chapter 51: Water and Sewers • Chapter 51.20: Requires permit for and inspection of connections to the stormwater system. Chapter 91: Animals within City Limits • Chapter 91.06 Requires removal and proper disposal of animal waste and declares a public nuisance. Chapter 94: Public Nuisances • Chapter 94.01: Allows abatement and assessment of public nuisances and defines procedure for notification of noncompliance. • Chapter 94.15: Prohibits pollution of the stormwater system and waterbodies. • Chapter 94.17: Prohibits casting of wastewater on public areas or streets; blocking the free flow of surface waters and drains; depositing materials in rights -of -way or public property. • Chapter 94.18: Allows for immediate abatement due to safety concerns. Chapter 152: Natural Resources Management • Chapter 152.02: Defines Illicit Discharge and Authorized Non-Stormwater Discharge • Chapter 152.15: Requires a Natural Resources Management Permit (NRMP) for land disturbing activity with an erosion and sediment control component and allows for revocation of permit for failure to comply with NRMP. • Chapter 152.17: Allows for appeals of NRMP decisions. • 152.18 Allows permitted site entry for inspection, lays out procedure for notification of noncompliance with NRMP, and deems NRMP noncompliance a public nuisance. Section 3.04: Page 3 SECTION 3 —NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley • 152.19 Allows for emergency abatement related to NRMP permitted projects. • 152.23 NRMP securities and procedure to draw on security. • Chapter 152.55: Requires conformance with city operational plans, maintenance agreements for in/filtration BMPs, the NPDES Construction Stormwater (CSW) General Permit, and prohibits illicit discharges. Conclusion: These procedures are intended to be a tool to be used by City staff as a stepped enforcement response in situations where enforcement action may be necessary. The City has the authority to revise these procedures at any time. The City also has the authority to take enforcement responses other than as indicated in this plan. Section 3.04: Page 4 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley 3.05 MS4 PROJECT PLAN REVIEW PROCEDURES A. Purpose: This document shall serve as a guide for reviewing permitted projects for compliance with stormwater requirements within the city. B. Procedure: The City will use various checklists as guidelines on what to look for when reviewing plans submitted to the city for development, construction, and natural resources permits. The items listed in the Erosion and Sediment Control checklist shall be reviewed for all projects requiring an NRMP. The items listed in the Project Submittal Checklist shall be reviewed for all new development and redevelopment. A copy of the information reviewed for NRMPs will be kept in the electronic permit file maintained by the Natural Resources Division, and a copy of the information reviewed for drainage requirements will be kept in the electronic project files maintained by the Engineering Division. The City utilizes Project Dox online review software to review and comment on proposed development projects. Staff review the project to ensure they include appropriate construction and post -construction stormwater management. Guiding Regulations and Documents • Apple Valley Code of Ordinances o Chapter 152: Natural Resources Management o Chapter 155.350: Drainage Requirements • City of Apple Valley Surface Water Management Plan Policies http://www.ci.apple-vaI ley.mn.us/index.aspx?nid=371 • Minnesota NPDES Construction and MS4 General Permits http://www.pca.state.mn.us/index.php/water/water-types-and- programs/stormwater/index.html • The Minnesota Stormwater Manual Wiki http://stormwater.pca.state.mn.us/index.php/Main Page • MN Stormwater Manual Low Impact Development (LID) https://stormwater.pca.state.mn.us/index.php?title=Green Stormwater Infrastructure %28GS1 %29 and sustainable stormwater management • Apple Valley Wellhead Protection Plan • Guidance and recommendations for conducting a higher level of engineering review for stormwater infiltration in DWSMAs and Wellhead Protection Areas - Minnesota Stormwater KAnniinI Higher level of engineering review needed • Attached checklists Section 3.05: Page 1 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley MS4 Construction Site Stormwater Runoff Control Inspection Procedures A. Purpose: This document shall serve as a guide for conducting erosion and sediment control inspections within the city. B. Procedure: The City will use the inspection checklist as a guideline on what to look for when conducting inspections. Inspections will be recorded in electronic inspection software and a copy of any inspection documentation will be kept in the electronic permit file maintained by the Natural Resources Division. The city will follow the guidelines contained within the MS4 Enforcement Response Procedures (Policy 3.04) document when conducting enforcement on projects in violation of city requirements. The city owns an automated weather station that keeps records of rainfall at its Central Maintenance Facility. This data is used as an informative guide for when rainfall -based inspections should be performed by NPDES Construction Permit permitted projects. Frequency and Prioritization: Inspections will be prioritized based on the following: • Size of project — projects disturbing 1 or more acres • Proximity to water resources • Site topography • Stage of construction • Weather conditions • Past compliance history • Complaints • City projects Inspections for high priority sites may be performed bi-weekly and based on rainfall events. During winter and dry weather conditions, inspections may occur less frequently. Low priority sites include those that are relatively flat, disturbing low soil thresholds, and are not immediately upstream of water resources. Low priority sites will be inspected about every 4- 6 weeks and at the discretion of the City of Apple Valley. Post -Construction Stormwater Runoff: For projects requiring post -construction stormwater management, the City will obtain a Private Stormwater maintenance agreement that shall be recorded on the property. The City will maintain an inventory of stormwater maintenance facility type and agreements. If sections of these agreements are not being met, the City will utilize the ERP and terms of the Section 3.05: Page 2 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley agreement to compel compliance. A template maintenance agreement is included as an attachment. Inspection Personnel: The Natural Resources Technician is the principal staff member responsible for conducting inspections and shall remain certified through the University of Minnesota erosion certification program. Other staff positions certified through the University of Minnesota erosion certification program and capable of conducting inspections include the following: the Water Resources Specialist, the Natural Resources Coordinator, City Engineer, Assistant City Engineer, Civil Engineer, and the Engineering Technician(s). Other temporary staff positions that may be trained in performing erosion and sediment control inspections and that may perform lower priority inspections include the following: Natural Resources Intern and the Engineering Intern. Conclusion: It should be noted that Apple Valley's thresholds for requiring erosion and sediment control and post construction stormwater BMPs are different than those required by the Construction Stormwater Permit. These procedures are intended as a tool to be used by the city staff as a guide for conducting construction site erosion and sediment control inspections. The City has the authority to revise these procedures at any time. Section 3.05: Page 3 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley APPENDIX A MS4 PROJECT PLAN REVIEW CHECKLISTS 3.05 A — Erosion and Sediment Control Inspection Checklist 3.05 B — NRMP Review Checklist 3.05 C — Project Submittal Checklist 3.05 D —Template Agreement Section 3.05: Page 4 EROSION AND SEDIMENT CONTROL ACTIVE & CLOSEOUT INSPECTION REPORT Site Name: Owner: Contractor: Permit #: CSW Site: ❑ Yes ❑ No Address: Weather: Photos Taken? ❑ Yes ❑ No Inspection Date: Inspected By: Drains to impaired waters? ❑Yes ❑No Inspection Reason: 24-hour Rainfall Amount: (inches) ❑ Routine ❑ Complaint ❑ Rain event Rainfall Data Source: ❑ On -site gauge ❑City Rain gauge Site Management Status 0 Notes / Correct Actions / Images SWPPP on -site? El Compliant ❑ Deficient ❑Noncompliant ❑N/A Owner/Contractor self- ❑ Compliant inspection reports are current ❑Deficient and available? (Reports from ❑Noncompliant once every 7 days and 24 hours ❑N/A after 0.5" rainfall) Erosion Prevention Status Notes / Correct Actions / Images Exposed soil areas (including ❑Compliant soil stockpiles) provided with ❑Deficient temp/perm stabilization within ❑Noncompliant 14 days (or 7 days if draining to a special/impaired water within ❑N/A 1-mile of the project)? Energy dissipation provided ❑Compliant within 24 hours of connection ❑Deficient at pipe outlets? ❑Noncompliant ❑N/A Normal wetted perimeter of ❑Compliant temp. or perm. (connected) ❑Deficient conveyance (ditches and ❑Noncompliant swales) is stabilized 200 ft from surface water within 24 hours? ❑N/A Stormwater pond/basin slopes ❑Compliant in good shape? ❑Deficient ❑Noncompliant ❑N/A Dust is controlled? ❑Compliant ❑Deficient ❑Noncompliant ❑N/A Preservation of a 50-foot ❑Compliant natural buffer or redundant ❑Deficient sediment controls where ❑Noncompliant stormwater flows to a surface water within 50 feet of ❑N/A disturbed soils? Sediment Control Status Notes / Correct Actions / Images Construction exit(s) functioning ❑ Compliant (e.g. rock construction exit)? ❑Deficient ❑ Noncompliant ❑N/A Project free of tracked ❑Compliant sediment? ❑Deficient ❑Noncompliant ❑N/A Perimeter controlsBMP's ❑ Compliant installed and functioning ❑Deficient properly? ❑Noncompliant ❑N/A Stockpiles have perimeter ❑Compliant control? ❑Deficient ❑Noncompliant ❑N/A Temporary sediment basins ❑Compliant installed? (Common drainage > ❑Deficient 10 acres or > 5 acres in ❑Noncompliant impaired watershed)? Energy dissipation installed at outlet? ❑N/A Emergency overflow stabilized? Inlet protection is installed and ❑Compliant appropriate for the phase of ❑Deficient construction? ❑Noncompliant ❑N/A Dewatering Status Notes / Correct Actions / Images Are dewatering practices ❑ Compliant sufficient: ❑Deficient (i.e. Turbid water is discharged ❑Noncompliant to a temp. or perm. sediment basin onsite unless unfeasible? ❑N/A Discharge point from dewatering is stabilized and not causing erosion? Discharge from dewatering is not inundating a wetland?) Permanent Stormwater Status Notes / Correct Actions / Images Treatment Filter media not installed until ❑Compliant rigorous erosion/sediment ❑Deficient controls installed around ❑Noncompliant filtration/infiltration areas? ❑N/A Stormwater feature maintained ❑Compliant and functioning as designed? ❑Deficient ❑Noncompliant ❑N/A Pollution Prevention Status Notes / Correct Actions / Images Construction, building ❑ Compliant products, hazardous materials, ❑Deficient & chemicals. stored / recycled / ❑Noncompliant covered appropriately? ❑N/A All liquid and solid washout ❑ Compliant wastes are contained? ❑Deficient ❑Noncompliant ❑N/A Permit and Project Closure Status Notes / Correct Actions / Images Requirements Vegetation must be established ❑ Compliant to 70% density of perennial ❑Deficient vegetation. ❑Noncompliant ❑N/A Erosion concerns have been ❑Compliant corrected, including rills and ❑Deficient gullies. ❑Noncompliant ❑N/A Stormwater management ❑ Compliant features are functioning as ❑Deficient designed. Meeting drawdown ❑Noncompliant requirements ❑N/A All sediment and erosion ❑ Compliant control devices have been ❑Deficient removed including silt fence, ❑Noncompliant bio-logs, inlet protection, rock ❑N/A construction entrance, silt curtain, etc. Garbage and materials ❑Compliant generated from the project have ❑Deficient been removed. Example, ❑Noncompliant packaging from housing materials, sediment ❑N/A accumulated in storm ponds and pipes Any damage to City ❑Compliant infrastructure has been ❑Deficient repaired. Including damage to ❑Noncompliant structures, sidewalks, curbs, ❑N/A etc. Landscaping requirements are ❑ Compliant met (Trees and landscape areas ❑Deficient are installed per plan and ❑Noncompliant according to specification) ❑N/A Dead trees and shrubs are ❑Compliant replaced per replacement ❑Deficient warranty requirements ❑Noncompliant ❑N/A Administrative Status Notes / Correct Actions / Images As -built should include shot ❑ Compliant elevations of all inlet and outlet ❑Deficient pipe inverts, emergency ❑Noncompliant overflows overland, emergency overflow structure (weir wall ❑N/A and openings) and low floor elevations. All agreements have been ❑Compliant executed and recorded, ❑Deficient including stormwater ❑Noncompliant maintenance agreements, buffer ❑N/A maintenance agreements, etc. When applicable, buffers signs ❑Compliant are installed in appropriate ❑Deficient locations ❑Noncompliant ❑N/A • Natural Resources Management 900 00*0 *00 Apple Permit Review Checklist Items Valley - Avoid compaction of soil in basin - Cover/contain stockpiles until removal - Ensure owner's permission has been granted to access project area - Grading may not negatively affect drainage patterns - Implement construction mats/plywood to mitigate sod damage - Inspect all BMP's within 24 hours of%" rainfall - Install and maintain catch basin protection - Install and maintain perimeter controls, redundant controls for projects near water bodies - Install and maintain rock construction entrance - Install and maintain silt curtain - No unpermitted work shall occur in drainage and utility easement - Protect remaining trees throughout construction - Sweet streets within 24 hours of trackout - Temporary stabilization is necessary after 14 days of exposed soil, 7 days when near water bodies - Ensure topsoil is established to 4-6 inches - Analyze project for buffer management - Maintain good housekeeping on concrete washout, trash, and construction materials s eaase Project Submittal City Use Only Initial Submittal Date: so* Apple City Project #: Valley Checklist Notes: Project/Site Information: Project Name: Project Location: Owner: Engineer/Consultant: Number of Acres Disturbed: Site Acres: *Note: If over 0.2 acres are disturbed storm water management required Existing Impervious (Acres): Proposed Impervious (Acres): Proposed Curve Number: Percent Impervious: *subject to City Ordinance 155.350 for residential lots Stormwater Management (see City's Surface Water Management Plan (SWMP) - Section 5.2 for Policy References) Yes No N/A Standard Volume Requirement (Policy 6.2 and Policy 6.10) Provide infiltration volume of 0.5 inches of runoff over the area of the development OR 1 inches over the new impervious — MIDs standards (whichever is greater) Provided Treatment: Requirement 0.51nch: Requirement 1-inch: ft3 ft3 ft3 Volume Requirements for Sites Creating Over 1 Acre of Impervious (Policy 6.6) Runoff from 2-year, 24 hour must not exceed existing condition Pollutant Reduction (Policy 6.3) Developments over 0.2 acres shall have no net increase is annual TSS or TP loading compared to pre -development standards. Provide documentation showing pollutant loads. Rate Control (Policy 1.5) Project does not increase peak runoff rates relative to pre -project runoff rates for the: • 1-year, 2-year, 10-year, and 100-year critical storm event Vulnerable Infiltration (Policy 6.5; See Figure 2.4 of SWMP for Wellhead Vulnerability Areas) Project located in area vulnerable for infiltration such as industrial area, vehicle fueling, Very high/High DWSMA; Type D soils etc. (Note: if yes, infiltrating in area will require additional review) Design of Infiltration/Filtration Basin (infiltration is preferred method) • 3 ft. of separation between seasonally high water table (based on soil borings) & basin bottom • Infiltrometer or infiltration rates to demonstrate 48-hour drawdown • Consideration of vulnerable areas listed above *Refer to Minnesota Stormwater Manual Design of Detention Basins (Appendix E of SWMP — Basin Detention Design) • Permanent pool shall be designed to NURP standards (2.5 inch rainfall over drainage area) • Mean depth of permanent pool (volume/surface area) shall be >_ 4 feet. Small ponds 3-4 feet • Ratio of length to maximum width >_ 3. Consider use of baffles or two celled ponds. • Aquatic bench at least 10 feet in width; slope :510:1 shall extend into pond • Side slopes are not steeper than 3:1 below NWL • Maximum depth of permanent pool shall be <_ 8 feet *Refer to Minnesota Stormwater Manual Stormwater Management Report with Calculations and Narrative • Calculations for the 2, 10, and 100-year storm events in HydroCAD and Rational Method • Include entire drainage area draining to the site Stormwater Management (see City's Surface Water Management Plan (SWMP) - Section 5.2 for Policy References) Yes No N/A Standard Soil Borings Soil borings taken in location of proposed stormwater management feature. Building & Relevant Elevations* (Policy 1.1 and 1.3) • Include all relevant elevations: OHW, NWL, HWL, EOF, & datum sources Lowest floor (including basement) shall be: • 1 feet above —100-year water surface elevation • 3 feet above seasonal high local groundwater elevation Lowest opening shall be: • 3 feet above —100-year water surface elevation • 1 foot above the stormwater facility emergency overflow elevation *Elevations for landlocked basins/large watersheds may be subject to additional review Stormwater Pollution Prevention Plan This is reviewed as part of NRMP. Include material storage, haul plans, phasing, and parking. Cross Section of Stormwater Management Feature (Basins/Swales/Underground Detention) Include dimensions, type & depth of filter media. Refer to MN Stormwater Manual for design info. Pretreatment for BMPs Adequate pre-treatment (sumps, rain guardian, SAFL etc.) provided before discharging to BMP. Any sumps shall be privately maintained, routinely cleaned, & included on Maintenance Agreement. Maintenance Access Adequate inspection and maintenance access provided for BMPs and BMP pre-treatment Consideration of future maintenance; Maintenance Agreement with figures will be required Snow Storage Plan Submit plan for snow storage to ensure BMPs will not be affected Drainage and Utility Easements No structures allowed in existing easements; infrastructure is to city standards New easements must be dedicated on final plat over all public infrastructure & to city standards Emergency Overflows and Spillways Include elevation and labels of all emergency overflows and spillways As-Builts Required As-builts for constructed basin will be required in format acceptable to City engineer (CAD and GIS) Landlocked Basin (Policy 1.3 and 1.7) Projects within landlocked basins do not increase runoff volume relative to pre -project conditions. Include modeling for back to back 100-year events under frozen conditions Storm Sewer Design to City standards Applies to public infrastructure only. See reference on final page for storm sewer design criteria Landscape Plan (consideration of Buffer Establishment Plan) Planting/seeding list and methods; methods for vegetation removal; protecting vegetation in BMPs Shoreland Overlay District See Zoning Map Shoreland District Projects located within shoreland overland district may be subject to additional requirements 1,000 feet Project within TMDL/Impaired Subwatershed (Policy 6.4; See Figure 2.9 MPCA Impaired Waters) (Note: additional treatment standards may apply, above and beyond treatment preferred) Protective Buffer Zones (Policy 4.9 and 4.10) Includes 16.5 foot buffer width adjacent to any newly created stormwater pond OR projects adjacent to Alimagnet, Lac Lavon, Long, Keller and Farquar Protective Buffer Zone Signage and Memorialization (Policy 4.7 and 4.8) When required, buffer zones: (1) Includes permanent markers to identify the upland boundary line of buffer (2) Includes written management documents according to City Ordinance 152.57 and memorialized at county and certified on the property. Permit Considerations Yes No N/A Standard Natural Resource Management Permit Required (Policy 6.11) • Movement of 20 + cubic yards of soil • Tree removal destroying 10% of more • Disturbance of 3,500 sq. ft. of soil • Land alterations affecting drainage NPDES Construction Stormwater Permit Required (Policy 6.12) For sites over 1 acre, provide proof of NPDES permit application and follow permit standards Wetland Considerations (if wetlands are present onsite; please complete the following section) Yes No N/A Standard Wetland Type (See Figure 2.10 of SWMP — Wetland inventory & Management Classifications) Wetlands are managed according to Wetland Classifications (check relevant classification(s)) Protect Manage 1 Manage 1 Manage 2 Manage 2 Manage 3 Restore Restore Wetland Conservation Act (Policy 4.1 and 4.3) Wetlands onsite. If yes, a Wetland Conservation Act application may be required including a field delineation/inventory and appropriate documentation for any proposed wetland impacts. Wetlands and Stormwater Discharge (Policy 4.4) Stormwater must be treated prior to discharging in wetlands Wetland Bounce and Inundation Standards (Policy 4.5) Wetlands are subiect to the following: Wetland Allowable Allowable Allowable Allowable Classification Bounce Inundation Period Inundation Period Inundation Period (1-year event) (2-year event) (10-year event) Protect Existing Existing Existing Existing Manage 1 Existing + 0.5 ft Existing + 1 day Existing + 1 day Existing + 7 days Manage 2 Existing + 1.0 ft Existing + 2 days Existing + 2 days Existing + 14 days Manage 3 Existing + 4.0 ft Existing + 7 days Existing + 7 days Existing + 21 days Wetland Buffer Zones (Policy 4.6) Wetlands are subject to the following: Development Type Wetland Average buffer Minimum Buffer Minimum building Classification width (ft) Width (ft) setback from buffer (ft) Protect 50 30 10 New Manage 1 40 30 10 development and Manage 2 30 25 10 subdivisions Manage 3 25 16.5 10 Re -development All types 16.5 16.5 10 Please note this Checklist is meant to be a tool. Please refer to the City's Ordinances and Surface Water Management Plan for definitions and exact languages City Design Standards Storm Sewer Pipe RCP in City ROW Material HDPE in limited circumstances when Pre -approved By City Engineer Minimum Pipe Diameter 15-inches Class Use Load Calculations Minimum Depth 3-feet Minimum Grade 3 fps Flow Velocity Maximum Grade 12 fps Flow Velocity, 6 FPS at Pond Inlets Location 10-feet from Water Main Trash Guards All Pipe Inlets Outlets Greater than 12-inch Diameter Manholes and Catch basins Precast with Gasket Joints Type Block construction in limited circumstances when Pre -Approved by City Engineer Manhole Diameter 48-inch Minimum Use Manhole Design Calculations Manhole Casting Neenah R-1642 with Solid Lid Catch Basin Casting See Detail Plate Manhole Spacing 400-feet Max All pipe connection points Use Flow Spread Calculations Catch Basin Spacing 400-feet Max Upstream of Street Intersections Design and Capacity Design Frequency for Storm Sewers MSA Routes and New Systems 10-year Tie into Existing Systems 5-year Design Frequency for Detention Basins 100-year See Surface Water Management Plan Minimum Manning N Value 0.013 for pipe 0.24 for open channel Min. Low Opening Freeboard 3-feet above 100-year HWL Emergency Overflow Swale Minimum 1-foot below Low Opening Maximum Basin Side Slopes above NWL 4:1 Basin Safety Bench Slope at NWL 10:1 for min. 10-feet wide Maximum Site Discharge Limits See Surface Water Management Plan Minimum Water Quality and Infiltration See Surface Water Management Plan Min Drainage from Structure to Property Line 1.0% 6-inch min. drop within 10-ft from Structure Swale flatter than 2.0% Only permitted in limited circumstances Include drain tile STORMWATER PONDING & BUFFER MAINTENANCE AGREEMENT This Stormwater Ponding & Buffer Maintenance Agreement ("Agreement") is made by and between OWNER NAME [Need marital status or verify corporate name], a Minnesota limited liability limited partnership [or a Single Person, or a Married Couple] (the "Owner"), on behalf of itself and its successors and assigns, and the City of Apple Valley, a Minnesota municipal corporation (the "City"). The Owner, its successors and assigns, and the City shall jointly be referred to as the "Parties." WHEREAS, the Owner is the fee owner of real property legally described as follows: Lot x, Block x, PLAT NAME & ADDITION, according to the recorded plat thereof, Dakota County, Minnesota (the "Property"). WHEREAS, the City Council approved a site plan and authorized a building permit for improvements upon the Property. The building permit authorization is subject to conditions as set forth in the City Council's Resolution No. 2024 - XX, which includes, but is not limited to, the requirement that all construction and site improvements be in conformance with the approved site plan (the "Site Plan"), and in conformance with City Code such that stormwater conveyance structures and management facilities (pond and sub- surface infiltration practice) with a protective buffer zone be provided in accordance with § § 152.55 and 152.57, and an easement to the City for purposes of enforcing this Agreement; and WHEREAS, the Owner and City entered into a Development Agreement for the Property dated , 2023 ("Development Agreement"). WHEREAS, the Development Agreement requires the Owner to execute and record this Agreement with the PLAT NAME plat ("Plat"). WHEREAS, the Development Agreement requires the Owner to construct the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and buffer area on the Property in accordance with the approved plans and specifications identified in the Development Agreement, including but not limited to the plans and specifications dated DATE, prepared by FIRM, attached hereto as Exhibit A and incorporated herein. WHEREAS, the pond/basin and "Buffer Area"/"Buffer" are generally depicted in the Grading, Drainage, Erosion Control & Utility Plan, and Details & Specifications Sheets C1- C2 of Exhibit A; WHEREAS, the purpose of installing and maintaining a 16.5 foot buffer around the perimeter of the pond/basin is on -site storm water management and to promote the water quality and volume control of the City's water bodies. WHEREAS, the restricted use of the Property and preservation of perennial vegetation as set forth herein is intended to provide significant public value (hereinafter referred to as the "Public Value") by protecting the pond/basin through the preservation and protection of the natural character of the Buffer Area, defined herein. WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and buffer area on the Property, as between the Parties and their successors and assigns, on the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Grant of Protective Buffer Zone. In accordance with City Code § 152.57 (2022), Owner hereby establishes a protective buffer zone over, under and across 16.5 feet of the perimeter of the pond/basin constructed upon that part of the Property, as generally depicted as the "Buffer" on Sheet C 1 of Exhibit A ("Buffer Area"). 2. Purpose of Buffer Area. One of the purposes of this Agreement to ensure that the Buffer Area will be retained forever with native perennial vegetation that shall not disturbed, without permission from the City and any other applicable regulating authorities and to prevent any use of the Buffer Area that will significantly impair or interfere with the Public Value. The Parties intend that this Agreement will confine the use of the Buffer Area to activities that are consistent with the purpose of this Agreement. However, more restrictive and applicable federal, state, or local laws shall prevail in determining permitted uses of the Buffer Area. 2 3. Construction and Maintenance. 3.1 Construction Requirements. The Owner shall construct the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and Buffer Area on the Property in accordance with the Development Agreement and the approved plans and specifications, including Exhibits A through C attached hereto. Exhibits B (Landscape Plan) and C (Seed Mixture) are incorporated by reference. 3.2 Maintenance Obligations. The Owner shall maintain and repair, when necessary, the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and Buffer Area in accordance with the terms and conditions set forth in the approved stormwater management plan on file with the City ("Stormwater Management Plan"), this Agreement, and applicable City Code and standards. These maintenance obligations include an obligation to maintain the following in compliance with the Stormwater Management Plan, this Agreement and applicable City Code and standards: (1) native perennial vegetation covering the Buffer Area, which shall be retained and not disturbed by the Owner, unless expressly allowed herein, and (2) the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures. If at any time the pond/basin and/or Buffer Area fails to conform to the standards and the specifications set forth in the Stormwater Management Plan, this Agreement, applicable City Code and standards, or as described in any field inspection report provided by the City upon an inspection of the Property, the Owner shall immediately correct the non-conformance in accordance with a City -approved remediation plan and schedule in accordance with Section 5.1. 3.3 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the driveways, parking area, storage area, and walkways on the Property in April or May each year to remove from the Property all sand and salt deposited on the driveways, parking area, storage area, and walkways. The Owner shall remove all tree leaves from the Property, excluding the stormwater pond/basin after the leaves fall to the ground in October or November each year. The Owner shall not deposit or store tree leaves or snow within the stormwater pond/basin or Buffer Area. 3.4 Permitted Activitv within the Buffer Area. After the Owner establishes the Buffer Area pursuant to Sheet C2 of Exhibit A and Exhibits B and C, the Owner may, upon written approval from the City, perform those activities allowed pursuant to City Code § 152.57 within the Buffer Area, including: removing noxious weeds and rank vegetation as defined by the City, or plants on state or county noxious weeds lists by pulling, mechanical control, biological control, or spot herbicide treatments; and, use of an unimproved access strip not more than ten feet in width with minimum impact alignment for purposes of accessing the water across the Buffer Area. 3.5 Personal Property or Debris Storage Prohibited. There shall be no storage or dumping of garbage, debris, serviceable and unserviceable vehicles, trailers, boats, campers, equipment, mixed, municipal solid or hazardous waste, yard waste, soil, mulches, brush, firewood or unsightly materials within the stormwater pond/basin or on the Buffer Area. 3.6 Buildings, Structures and Improvements. There shall be no construction or installation of anything made by man, including but not limited to temporary or permanent buildings, structures, and improvements such as retaining walls, fencing, beaches, rocks, boulders, clothesline poles, playground equipment, impervious trails (excluding unimproved access strips) or impervious surface on the Buffer Area, except those improvements identified on Exhibit B. 3.7 Maintenance of Vegetation. The Owner, and its successors and assigns, shall preserve and maintain a 16.5 buffer of native perennial vegetation on the Buffer Area. Where erosion problems exist within the Buffer Area and/or continuous growth of native perennial vegetation has not been maintained in the Buffer Area, the Owner and its successors and assigns shall correct the problems in accordance with an approved remediation plan in accordance with Section 5.1. 3.8 Invasive Species. Invasive species shall not be introduced to the Buffer Area. 3.9 Water. No activities or uses of the pond/basin and/or Buffer Area that cause soil erosion, or are detrimental to water quality, are permitted. 3.10 Buffer Signage. The boundary line of the Buffer Area shall be identified by permanent markers, with one marker at every 50-foot interval along the boundary line of the Buffer Area as shown on Sheet C 1 of Exhibit A. 3.11 Topography and Surface Alternation. There shall be no topographic alteration of the Buffer Area in any manner, including but not limited to grading, filling, excavation and extractions from the Buffer Area, unless approved in writing by the City prior to the commencement of the activity. The City's approval is at the sole discretion of the City. 3.12 Construction and Maintenance Costs. The Owner shall incur and pay all costs associated with construction of and maintenance of the pond/basin and Buffer Area. 4. Inspections and Easement. 4.1 The Owner shall conduct monthly inspections of the stormwater conveyance structures and management facilities (pond/basin and sub -surface infiltration practice), including inlet and control structures, and Buffer Area, at the Owner's sole cost and expense, to ensure the infiltration rates per the Stormwater Management Plan and a healthy plant community is maintained. If necessary, the Owner shall repair the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and Buffer Area if the infiltration rates per the Stormwater Management Plan or healthy plant community is not in conformance with the Stormwater Management Plan, this Agreement, or applicable City Code and standards. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter, sediment or other debris. 4.2 The City shall have the right, but not the obligation, to monitor compliance with rd the provisions of this Agreement. The Owner hereby grants the City and its contractors a non- exclusive ingress and egress easement over and across the Property to conduct monitoring of the Owner's compliance with the terms of this Agreement and perform any required remediation required pursuant to Section 5.2 herein. 5. Remediation and Waiver of Rights. 5.1 Remediation Plan. If the City determines that the Owner has failed to perform the Owner's obligations under this Agreement, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the Owner determines as part of its inspection obligation pursuant to Section 4.1 that a deficiency exists, the Owner shall submit a proposed remediation plan and schedule to the City in a timely manner. The remediation plan shall identify how the Owner plans to repair the stormwater conveyance structures and management facilities (pond and sub -surface infiltration practice), including inlet and control structures, and/or Buffer Area to the standards set forth in the Stormwater Management Plan, this Agreement, and/or applicable City Code and standards using necessary erosion and sediment control measures. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 5.2 Failure to Repair. If the Owner fails to timely submit a proposed remediation plan and schedule to the City that is approved by the City as prescribed above, or fails to implement a City -approved remediation plan to correct a deficiency in the performance of the Owner's obligations under this Agreement within the time frame set -forth in the approved schedule, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan, enter the Property and complete all work necessary to correct the deficiency. 5.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with reviewing the Owner's remediation plan, preparing a remediation plan in accordance with Section 5.2, and all work completed by the City to correct the deficiency. 5.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The estimated amount of the assessment is $12,500.00. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments up to the estimated amount of $12,500.00 or the right to contest the assessments under Minnesota Statutes § 429.081. 6. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. k, 7. Amendment, Release or Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the Owner and the City consent to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 8. Duration. This Agreement shall constitute a covenant running with the Property and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 9. Recording Agreement. The Owner shall record this Agreement with the Plat and provide the City with a copy of the recorded Agreement. 10. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. 11. Notices. Except as is provided below, any notice required by or sent pursuant to this Agreement shall be sent by certified mail, return receipt requested, to the following addresses or such addresses as may be specified in writing: Owner: Owner Name Owner Address City: City of Apple Valley Attn: City Clerk 11 7100 1471h Street West Apple Valley, MN 55124 12. Recording. The City is authorized to record or file any notices or instruments appropriate to assure the perpetual enforceability of this Agreement. For such purposes, the Owner appoints the City as Owner's attorney -in -fact to execute, acknowledge and deliver any necessary instrument on Owner's behalf. Without limiting the foregoing, Owner agrees to execute any such instrument upon request. 13. Counterparts. This Agreement may be executed in one or more counterparts and will become effective when one or more counterparts have been signed by the Owner and the City. 14. Severability. The provisions of this Agreement are severable from any other provision of this Agreement. Should any provision of this Agreement for any reason be unenforceable, the balance of the Agreement shall nonetheless be of full force and effect. IN WITNESS WHEREOF, the Parties have caused this instrument to be executed as of the e day and year first written above. CITY OF APPLE VALLEY RJT Enterprises of Minnesota By: Clint Hooppaw Its: Mayor By: Christina M. Scipioni Its: City Clerk STATE OF MINNESOTA ) ss. COUNTY OF ) By: Signatory Name Its: Title The foregoing instrument was acknowledged before me this day of , 2023, by , the of RJT Enterprises of Minnesota, a Minnesota limited liability limited partnership, on behalf of the limited liability limited partnership. 7 Notary Public STATE OF MINNESOTA ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of , 2023, by Clint Hooppaw and Pamela J. Gackstetter, the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. THIS INSTRUMENT WAS DRAFTED BY: Notary Public Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 N. SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley 3.06 MS4 CONSTRUCTION SITE STORMWATER RUNOFF CONTROL INSPECTION PROCEDURES A. Purpose: This document shall serve as a guide for conducting erosion and sediment control inspections within the city. B. Procedure: The City will use the inspection checklist as a guideline on what to look for when conducting inspections. Inspections will be recorded in electronic inspection software and a copy of any inspection documentation will be kept in the electronic permit file maintained by the Natural Resources Division. The city will follow the guidelines contained within the MS4 Enforcement Response Procedures (Policy 3.04) document when conducting enforcement on projects in violation of city requirements. The city owns an automated weather station that keeps records of rainfall at its Central Maintenance Facility. This data is used as an informative guide for when rainfall -based inspections should be performed by NPDES Construction Permit permitted projects. Frequency and Prioritization: Inspections will be prioritized based on the following: • Size of project — projects disturbing 1 or more acres • Proximity to water resources • Site topography • Stage of construction • Weather conditions • Past compliance history • Complaints • City projects Inspections for high priority sites may be performed bi-weekly and based on rainfall events. During winter and dry weather conditions, inspections may occur less frequently. Low priority sites include those that are relatively flat, disturbing low soil thresholds, and are not immediately upstream of water resources. Low priority sites will be inspected about every 4-6 weeks and at the discretion of the City of Apple Valley. Post -Construction Stormwater Runoff: For projects requiring post -construction stormwater management, the City will obtain a Private Stormwater maintenance agreement that shall be recorded on the property. The City will maintain an inventory of stormwater maintenance facility type and agreements. If sections of these agreements are not being met, the City will utilize the ERP and terms of the Section 3.06: Page 1 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley agreement to compel compliance. A template maintenance agreement is included as an attachment. Inspection Personnel: The Natural Resources Technician is the principal staff member responsible for conducting inspections and shall remain certified through the University of Minnesota erosion certification program. Other staff positions certified through the University of Minnesota erosion certification program and capable of conducting inspections include the following: the Water Resources Specialist, the Natural Resources Coordinator, City Engineer, Assistant City Engineer, Civil Engineer, and the Engineering Technician(s). Other temporary staff positions that may be trained in performing erosion and sediment control inspections and that may perform lower priority inspections include the following: Natural Resources Intern and the Engineering Intern. Conclusion: It should be noted that Apple Valley's thresholds for requiring erosion and sediment control and post construction stormwater BMPs are different than those required by the Construction Stormwater Permit. These procedures are intended as a tool to be used by the city staff as a guide for conducting construction site erosion and sediment control inspections. The City has the authority to revise these procedures at any time. Section 3.06: Page 2 SECTION 3 — NATURAL RESOURCES Public Works Department Policies City of Apple Valley APPENDIX A MS4 PROJECT PLAN REVIEW CHECKLISTS 3.05 A — Erosion and Sediment Control Inspection Checklist 3.05 B — NRMP Review Checklist 3.05 C — Project Submittal Checklist 3.05 D —Template Agreement Section 3.06: Page 3 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3.07 NATURAL RESOURCE MANAGEMENT PERMIT POLICIES This document shall serve as a guide for conducting NRMP permit closures within the city. Natural Resources Management Permit Checklist Pre -Construction ❑ Applicant has obtained appropriate state and county permits • NPDES state construction permit (for sites over 1 acre) • County right-of-way permits ❑ Address whether the site is within 1 mile of impaired waters and the required stabilization timeframes • Temporary soil stabilization is necessary after 7 days if within 1 mile of impaired water • Temporary soil stabilization is necessary after 14 days if not within 1 mile of impaired water ❑ If applicable: Discuss and create site dewatering plan, water appropriation if more than 10,000 gallons a day ❑ If applicable: Aquatic Invasive Species management if working within waters: Clean, drain, dry ❑ If applicable: Tree preservation best management practices (BMP's) are set up prior to grading beginning ❑ Provide copy of stormwater pollution prevention plan (SWPPP) and onsite contact During Construction ❑ All stormwater features expectations are being met: • Underground stormwater features: If applicable, contractor notify inspector during install • Infiltration/filtration areas - Are protected from compaction during construction - Have the correct soil medias installed and are meeting drawdown requirements (48 hours after 0.5-inch rainfall) • Stormwater ponds - Appropriate material is utilized in pond bottom (clay liner) and filtration benches (sand media, drain tile, etc.) - Buffer requirements and vegetation establishment expectations are met - A buffer signage plan is in place ❑ Erosion and sediment control BMPs are installed correctly and maintained according to SWPPP • Weekly self -inspections are conducted and reports made available Section 3.07: Page 1 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley • BMP deficiencies are identified and repaired or, if applicable, added in an efficient timeline consistent with NPDES guidelines Landscaping requirements are met • Trees and landscape areas are installed according to specification o Applicant can, upon request, schedule meeting with inspector during landscape installation to verify trees and shrubs are planted to specification 0 Post-Construction/Closure Requirements ❑ Topsoil is spread to 4-6 inches across the project site Vegetation must be established to 70% density of perennial vegetation, including stormwater pond and basin buffer areas • Note: Native seed mixes can take 3-5 years to establish ❑ Dead trees and shrubs are replaced per replacement warranty requirements ❑ Erosion concerns have been corrected, including rills and gullies ❑ Project -as -built has been received and is built per plan. As -built should include shot elevations of all inlet and outlet pipe inverts, emergency overflows overland, emergency overflow structure (weir wall and openings) and low floor elevations ❑ Stormwater management features are functioning as designed and meeting drawdown requirements (48 inches after 0.5-inch rainfall) ❑ All erosion and sediment control devices have been removed including silt fence, bio-logs, inlet protection, rock construction entrance, silt curtain, etc. ❑ Garbage and materials generated from the project have been removed. e.g. packaging from housing materials, sediment accumulated in storm ponds and pipes ❑ All agreements have been executed and recorded, including stormwater maintenance agreements, buffer maintenance agreements, etc. Agreements must be recorded on the property. ❑ Any damage to City infrastructure has been repaired, including damage to structures, sidewalks, curbs, etc. ❑ Right of way areas disturbed as part of the project are stabilized and in maintainable condition, including work completed by subcontractors 1 1 If applicable, buffer signs are installed in appropriate locations Permit Closure Procedure • Complete financial security return according to Standard Operating Procedures and finances chart. • Provide a final closure letter and include any long-term maintenance recommendations o Copy of the stormwater management agreement o Directions on vegetation management expectations, example buffer requirements Section 3.07: Page 2 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley • Ensure a copy of the final plans and any associated agreements is saved in the appropriate folder and are associated with the appropriate asset in the City's asset management software. Section 3.07: Page 3 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3.08 MANAGEMENT OF AQUATIC PLANTS A. Purpose Managing aquatic plants is an important factor in the goal of improving water quality, promoting a healthy aquatic habitat, providing for recreational use and improving the aesthetic value of Apple Valley's lakes. This policy is intended to guide the City of Apple Valley in the effective management of aquatic plants. B. Policy The primary role of the City of Apple Valley in the management of aquatic plants will focus on the following strategies to be utilized on all lakes in our community: 1. Educating landowners about aquatic plants and their link with water quality. 2. Partnering with landowners and other agencies to research innovative techniques or aquatic plant management. 3. Providing technical support for landowners. 4. Provide grant support for water quality improvement and shoreline restoration projects through the City's Rainwater Rewards Grant Program. 5. Provide funding or technical assistance for lake -based planning activities such as management plans, native aquatic plant restorations, and lake assessments. The City of Apple Valley will provide additional assistance for aquatic plant management programs on multiple lakes as needed outlined in the Surface Water Management Plan. The policies for providing this additional assistance will be as follows: 1. Lakes where Aquatic Invasive Species (AIS) have been identified (Keller Lake, Long Lake, Farquar Lake, Alimagnet Lake, Lac Lavon Lake and Cobblestone Lake). The city will manage nuisance aquatic plants outside of the 150-foot Shoreline Zone if there is a direct benefit to water quality or in consideration of other factors including, but not limited to, plant species, plant density and percent cover within the water body. 2. Landowners are responsible for managing nuisance aquatic plants within the 150-foot Shoreline Zone of private property. 3. The city may manage nuisance aquatic plants within the 150-foot Shoreline Zone where the plants are adjacent to public land and if there is a direct benefit to water quality. C. Permitting 1. All aquatic plant management activities including cutting, harvesting and/or herbicide treatment are subject to obtaining Aquatic Plant Management Permits through the Minnesota Department of Natural Resources. 2. Where the City is the lead for a plant management activity, the city will obtain necessary permits. Section 3.08: Page 1 SECTION 3 — NATURAL RESOURCES DIVISION Public Works Department Policies City of Apple Valley 3. Where a private landowner or group of landowners is completing aquatic plant management activities, the landowner(s) is/are responsible for obtaining necessary permits. D. Definitions 1. Nuisance aquatic plants - any aquatic plant having a harmful or destructive influence on water quality, existing natural communities and/or recreational use. 2. Shoreline Zone - an area extending from the shoreline out to 150 feet. E. Responsibility and Authority The City of Apple Valley Natural Resources Department will be responsible for implementing and updating this Aquatic Plant Management Policy. Section 3.08: Page 2 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 4.01 ENGINEERING DESIGN STANDARDS A. Purpose This policy is intended to guide effective and efficient construction of the City's public infrastructure. Standards identified in this policy are intended to provide safe and reliable infrastructure in accordance with industry standards and design requirements established by governing agencies. This policy takes into consideration public health and safety, environmental factors, and cost of implementation. B. Public Infrastructure Design and Construction The City of Apple Valley provides for the engineering design and preparation of plans and specifications for all public infrastructure improvements that are owned and operated by the City. These improvements include, but are not limited to: public water supply, sanitary sewer service, storm drainage, streets, traffic control, streetlights, and trails. Engineering design and construction inspection services are provided by in-house public works staff and/or professional engineering consultants contracted with the City of Apple Valley. The engineering design process is administered by the City Engineer under the direction of the Public Works Director. C. Standard Specifications and Detail Plates Public infrastructure shall be constructed in accordance with the City Standard Specifications and Standard Detail Plates on file with the Public Works Engineering Division. A list of the City's Standard Specification Sections and Detail Plates are available on the City website at https://www.applevalleymn.gov/503/Standard-Detail-Plates. The City Engineer shall review and maintain these standards on an annual basis. D. Water Distribution System Public water system infrastructure shall be designed to the standards contained herein and may be subject to additional requirements as established by the Minnesota Department of Health and industry standards published by the American Water Works Association. 1. WATER MAIN PIPE Material Ductile Iron Pipe PVC Pipe Class For DIP: CL 52 <20" dia., CL 51 20" or more dia. See AWWA C150 For PVC: AWWA C900 (4 inch to 12 inch diameter pipe) or AWWA C905 (14 inch to 48 inch diameter pipe) Minimum Diameter 6-inches Diameter Design See Distribution System Model Standard Cover 8 feet bury Minimum Cover (isolated locations) feet, with continuous insulation 5 Requires City Engineer pre -approval Location Min. 10 feet from sanitary and storm sewers Min. Pipe Crossing Clearance 18 —inches above sewers Water Main Encasement All DIP Mains - Polyethylene Section 4.01: Page 1 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 2. WATER HYDRANTS AND VALVES Waterous Pacer Model WB-67 Hydrant Type A-403 Centurion Include valve for all hydrants Hydrant Depth 8-foot bury 600-feet (Low/Medium Residential) 500-feet (High Density Residential) Max. Hydrant Spacing 450-feet (Commercial / Industrial) Subject to Review by AVFD 1,125 GPM (Residential) Hydrant Min. Fire Flow Capacity See ISO Formula (Commercial/Industrial) Hyd. Breakoff Height 2-inches above finished ground Valve Type (12" dia. or less) Resilient Seat Gate Valve AWWA CSIS Valve Type (16" dia. or larger) Resilient Seat Butterfly Valve AWWA C504 Maximum Distance between Valves 800-feet 3. WATER SERVICES SFR/Townhome Service Material Type K Copper Service Material Other Land Use See Specifications Townhomes 1 service per each unit Minimum Residential Service Diameter 1-inch Minimum Depth 8-foot bury E. Sanitary Sewer System Public sanitary sewer system infrastructure shall be designed to the standards contained herein and may be subject to additional requirements as established by the Minnesota Pollution Control Agency and guidance published by the Metropolitan Council Environmental Services Division. 1. SANITARY SEWER PIPE Material PVC Minimum Diameter 8-inch Class SDR 35 (less than 20-ft depth) SDR 26 (20 - ft to less than 28-ft depth) Determined by Engineer (28-feet or greater) Minimum Cover 6-feet Unit Flow Capacity Residential 90 GPO/Capita Unit flow Capacity Commercial 2,000 GPD/ acre Minimum Pipe Grade for Main 2 feet per second velocity 8-inch dia. 0.40 percent 10-inch dia. 0.28 percent 12-inch dia. 0.22 percent Minimum Separation from All Wells 50 feet Section 4.01: Page 2 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 2. MANHOLES Type Precast with Gasket Joints Minimum Size 48-inch diameter Casting Neenah R-1642 solid lid Max Spacing 400-feet (18-inch Dia. or less) 500-feet (greater than 18-inch Dia.) Outside Drop If inverts cannot be within 12-inches Off Road Manholes Accessible by Maintenance Vehicle Land Use with Any Food Prep Manhole on Service at Property Boundary 3. SEWER SERVICES Material PVC Class SCH 40 (solvent weld joints) Locating Tracer Wire with Access Box Minimum Service Size 4-inch dia. @ 2.0% (Single Family Res) 6-inch dia. @ 1.0% (Multi -unit Res) 6-inch dia. @ 1.0% (C/1 lots less than 4 acres) 8-inch dia. @ 0.4%(C/1 lots 4 acres or more) Cleanout Service Line to include Ford A3 Meter Boxes F. Storm Drainage System Public storm drainage infrastructure shall be designed to the standards contained herein and the standards established in the most recently adopted edition of the City's Surface Water Management Plan. Drainage system design may also be subject to additional requirements as established by the Minnesota Pollution Control Agency and local Watershed Management Organization. 1. STORM SEWER PIPE Material RCP in City ROW HDPE in limited circumstance when Pre -approved By City Engineer Minimum Pipe Diameter 15-inches Class Use Load Calculations Minimum Depth 3-feet Minimum Grade 3 fps Flow Velocity Maximum Grade 12 fps Flow Velocity, 6 fps at Pond Inlets Location 10-feet from Water Main Trash Guards All Pipe Inlets Outlets Greater than 12-inch Dia. Section 4.01: Page 3 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 2. MANHOLES AND CATCH BASINS Precast with Gasket Joints Block construction in Type limited circumstances when Pre -Approved by City Engineer Manhole Diameter 48-inch Minimum Use Manhole Design Calculations Manhole Casting Neenah R-1642 with Solid Lid Catch Basin Casting See Detail Plate Manhole Spacing 400-feet Max All pipe connection points Use Flow Spread Calculations Catch Basin Spacing 400-feet Max Upstream of Street Intersections 3. DESIGN AND CAPACITY Design Frequency for Storm Sewers 10-year Design Frequency for Detention Basins 100-year See Surface Water Management Plan Minimum Manning N Value 0.013 for pipe 0.24 for open channel Min. Low Opening Freeboard 3-feet above 100-year HWL Emergency Overflow Swale Minimum 1-foot below Low Opening Maximum Basin Side Slopes above NWL 4:1 Basin Safety Bench Slope at NWL 10:1for min. 10-feet wide Maximum Site Discharge Limits See Surface Water Management Plan Minimum Water Quality and Infiltration See Surface Water Management Plan Min Drainage from Structure to Property Line 1.0% 6-inch min. drop within 10-ft from Structure Swale flatter than 2.0% Only permitted in limited circumstances Include drain tile G. Public Street System Public street infrastructure shall be designed to the standards contained herein and additional design standards contained within Minnesota Rules 8820 for designated Municipal State Aid routes. Traffic control signs on public streets conform with the requirements provided in the most recent edition of the Minnesota Manual on Uniform Traffic Control Devices. Section 4.01: Page 4 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 1. GEOMETRIC DESIGN 28-feet (No Parking One Side) 32-feet Minimum Width - Local (Parking Both Sides, SFR Only) 38-feet (Parking Both Sides Com/Ind Land) 28-feet (No Parking) 32-feet (No Minimum Width - MSA Parking One Side) 38-feet Parking Both Sides Arterial: 5 % Maximum Grade Collector: 7 % Local/Residential: 8 % Minimum Grade 0.75% Cross Slope 2.0 % Minimum 3.5 % Maximum Vertical Curve AASHTO Geometric Design Standards* Horizontal Curve Radius AASHTO Geometric Design Standards* 180-feet Min. for Low Volume Residential Tangent Length between Curves 100 -feet Minimum Tangent Length Intersection Approach 100-feet Minimum Intersection Approach Deflection Angle +/- 20 degrees Max. from perpendicular "CurrenteditionofAASHTO "Geometric Designof Highways and Streets". Minimum stoppingsight distance shall be provided at all locations. 2. PAVEMENT DESIGN Minimum Structural Design 9-ton for all new streets MnDOT Flexible Pavement Method Bituminous Pavement Thickness Design (w/ R-value and ESALs) MnDOT Rigid Pavement Design Method Rigid Pavement (PCC) Thickness Design (w/ R-value and ESALs) Minimum Bituminous Thickness 4-inches Residential 5-inches Collector/Arterial Min. Rigid Pavement (PCC) Thickness 6-inches Minimum Aggregate Base Thickness 8-inches Curb & Gutter B618 (design speed < 45 mph) B418 (design speed 45 mph or greater) Mountable curb permitted for initial construction in residential areas Sub -base In place granular or thickness of select granular as determined by City Engineer 3. BOULEVARD Boulevard Width - Low Vol. Residential 5 feet minimum (or directly adjacent walk) Boulevard Width - Collector/ Arterial 8 feet minimum (or directly adjacent walk) Minimum Cross Slope 4% Maximum Cross Slope 6% Section 4.01: Page 5 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 4. SIDEWALKS AND TRAILS Sidewalks Width 5-feet Minimum for SF Residential 6- feet Minimum for Commercial/Industrial Sidewalk Material 4-inch Concrete main line 6-inch Concrete at driveways Trail Width 8-feet Minimum Trail Material 6-inch Concrete (Downtown Area) 3-inch Bituminous (Other Areas in ROW) Clear Zone 18-inch Minimum Pedestrian Ramps Red Cast Iron Truncated Domes Set in Concrete at all Public Street Intersections Pavement Cross Slope 2% Maximum Grade See current ADA design standards 5. RIGHT OF WAY AND EASEMENTS Extend Minimum 1-ft past sidewalk/trail Extend Right of Way Width Minimum of 12-feet past cur 60-feet Minimum Typical 66-feet Minimum MSA Routes 10-feet (front and rear yard) 5-feet (side yard) Minimum Utility Easement Width Residential 10-feet (side yard) Other Land Uses Minimum Overland Drainage Easement 30-feet Pond, Lake or Watercourse Shoreline - 100-year HWL within drainage easement New Parcels Interior Utility easements only if utilities Easements Over Interior Public Utilities serve more than one parcel Min. width based on 1.5:1 slope to invert H. Limitations The design standards contained herein are intended to be used for the construction of new infrastructure starting from the approval date of this policy by the Apple Valley City Council. While the City fully intends to meet the guidelines established in this policy, there may be times when this is not feasible. Issues including but not limited to, terrain, land use, system capacity, and other relevant issues may prevent the City from meeting the guidelines established herein. The Public Works Director may override provisions established within this policy upon documentation of the circumstances within the project file. Adopted by City Council: Resolution 2012-059 Section 4.01: Page 6 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 4.02 SPECIAL INSPECTIONS POLICY A. Purpose The purpose of this policy is to assist with the uniform administration of special inspections as defined within the International Building Code Chapter 17, Structural Tests and Special Inspections, of the Minnesota State Building Code. This policy does not amend or modify the requirements contained within the Minnesota State Building Code. B. Special Inspections The Owner or registered design professional in charge of acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704 of the Minnesota State Building Code as amended from time to time. A general summary is listed below. 1. STRUCTURAL STEEL: All steel elements of buildings and structures shall be inspected as required by IBC Sections 1705.2 and Table 1705.2.3. This includes inspection of fabricators, the fabrication and implementation procedures, and erection and connection of all structural members. 2. CONCRETE CAST IN PLACE: All concrete shall be verified, inspected and strength tested in accordance with IBC Section 1705.3 and Table 1705.3. 3. STRUCTURAL PRECAST CONCRETE: All structural precast concrete members in buildings and structures shall be built, installed, and inspected in accordance with IBC Table 1705.3. This includes inspection of fabricators, the fabrication and implementation procedures, and erection and connection of all structural members. 4. MASONRY: All masonry construction shall be designed, built and inspected in accordance with IBC Sections 1705.4 and ACI 530/ASCE 5/TMS 402. This requirement also depends on the classification of the building or structure or the nature of the occupancy, as defined by the Minnesota State Building Code. The exceptions listed in IBC Section 1705.4 are also applicable to where warranted. 5. WOOD: The fabrication of prefabricated wood structural elements and assemblies shall be in accordance with IBC Section 1705.2.5. High load diaphragms shall be designed in accordance with IBC Table 2306.2 and Special Inspected in accordance with IBC Section 1704.2. 6. SUBSURFACE SOIL INVESTIGATION, SITE PREPARATION and EARTHWORK: All excavation, fill and backfill placement, and compaction for footings and foundations shall be in accordance with IBC Sections 1705.6 and Table 1705.6. Reporting as required under IBC Section 1803. Section 4.02: Page 1 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 7. PILES & PIERS: All buildings and structures which are designed with deep footings or foundations, including piles, caissons and drilled piers shall be inspected in accordance with IBC Section 1705.7,1705.8, 1705.9 and Tables 1705.7 and 1705.8. 8. SPRAYED FIRE-RESISTANT MATERIALS: Sprayed fire-resistant materials applied to structural elements and decks shall be in accordance with IBC Sections 1705.14.1 through 1705.14.6. 9. MASTIC and INTUMESECENT FIRE RESISTIVE COATINGS: All fire-resistant mastic and intumescent coatings applied to structural members and decks shall be in accordance with IBC Section 1705.15 and AWCI 12-B. 10. EXTERIOR INSULATION and FINISH SYSTEMS (EFIS): Special inspections are required for all EFIS applications in accordance with IBC Section 1705.16. 11. SPECIAL CASES: All proposed work that is in the opinion of the Building Official, unusual in its nature shall be inspected in accordance with IBC Section 1705.1.1. 12. SMOKE CONTROL SYSTEMS: Smoke control systems shall be tested by a special inspector in accordance with IBC Section 1705.18. C. Statement of Special Inspections Where required by IBC Section 1705, of the Minnesota State Building Code, the registered design professional in charge shall prepare a Statement of Special Inspections. The registered design professional shall submit to the Building Inspections Division the scope of special inspections on the Statement of Special Inspections Form as provided in Appendix A of this policy, or alternate form acceptable to the Building Official. A building permit will not be issued until an acceptable Special Inspection Form is received by the Building Inspections Division. D. Reporting Requirements The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, the Architect and Structural Engineer of Record (SER). Discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official, the Architect and SER. A Final Report of Special Inspections documenting completion of all required special inspections, testing, and correction of any discrepancies noted in the inspections shall be submitted to the Building Inspections Division prior to issuance of a Certificate of Occupancy (non -temporary). Section 4.02: Page 2 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley E. Documentation and Record Keeping The Statement of Special Inspections Form shall be stored in the Laserfiche street file for the property. A copy of the Final Report of Special Inspections shall be stored in the Laserfiche street file for the property upon the issuance of the Certificate of Occupancy. F. Employee Training for Special Inspections The City Building Official shall provide training as part of the plan review process to Building Inspections Division staff regarding the contents of this policy, Chapter 17 of the Minnesota State Building Code and the Statement of Special inspections form attached hereto. The Building Official shall periodically review the contents of this policy with regards to future amendments to the Minnesota State Building Code requirements. Adopted by City Council: Resolution 2013-09 Section 4.02: Page 3 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley 4.03 FOOTING AND FOUNDATION OR FULL BUILDING PERMIT APPROVAL POLICY A. Purpose The purpose of this policy is to assist with the uniform permit process for new commercial building footing/foundation or full building permit authorization. The policy will require the Minnesota State Plumbing Division exterior sewer/water review, correct plans, a State sewer/water approved letter, and the Metropolitan Council review be completed. Any payments required must be made at the time of the permit issuance. Outside agencies must have completed their plan review, such as the Department of Health or Agriculture, prior to full building permit authorization (not required for the footing/ foundation only permit). The policy will also clarify the definition of a Natural Resources Management Permit (NRMP). This permit may be issued in conjunction with the full building or footing/foundation permit. This policy does not amend or modify the requirements contained within Minnesota State Building Code. B. Plan Review Process After the permit application fee and plans for the proposed project have been received in ProjectDox, the applications are reviewed by the Division Specialist and distributed to internal departments. The Division Specialists, along with Building Inspections staff, make the applicant aware of the outside agencies that will be required to review the scope of their work prior to either permit issuance. Plan distribution and review are typically as follows: a. State Department of Labor and Industry Plumbing Division: The plan reviewer notifies the applicant that the applicant is responsible for submitting sewer/water and plumbing plans to the Department of Labor and Industry. The State reviews proper sewer/water, roof, and storm drainage in accordance with the Minnesota State Plumbing Code. b. State Department of Health or Agriculture: The plan reviewer notifies the applicant that the applicant is responsible for submitting applicable documents to these departments based on the type of use. c. Metropolitan Council Services: The Division Specialist notifies commercial applicants via prescreen that the plans are required to be reviewed by Met Council. In addition, our plan reviewer also notifies the applicant that this is a requirement. Met Council reviews for Sewer Access Charges (SAC). These charges are the responsibility of the City to be paid to Met Council. The fees are owed to the City because it is that business that is creating the extra surcharge on the sewer system. d. City Engineering Division: Site utilities and grading plans for commercial and institutional projects are distributed to engineering staff for review. Section 4.03: Page 1 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley e. Community Development: Plans are distributed to planning staff for review of any potential zoning issues, roof top screening, etc. with the project. f. Fire Department: Fire protection, fire suppression, and alarm plans are distributed to the City's Fire Marshal for review. g. Natural Resources: Landscape Plans are distributed to the Natural Resources Coordinator to provide an opportunity to verify if proper amendments were made based on City approval of commercial and institutional projects. Erosion control permitting is not included in the scope of this process. In. A separate NRMP permit is required. It is distributed and reviewed by our Engineering Department and City Natural Resources Technician for erosion control. C. Minnesota Department of Labor and Industry Plumbing Division (Footing/Foundation or Full Building Permit) The State of Minnesota Plumbing Division performs the sewer/water reviews for the City of Apple Valley. Once the State review is complete and code violations are indicated, it is imperative that the applicant submit correct plans prior to the building or footing/foundation permits being issued. Example: The building elevation is critical to be set to the correct height prior to issuing a building permit or footing/foundation permit. The slope from the building sewer pipe to the manhole invert must meet Minnesota State Plumbing Code. The sewer pitch is often submitted at too low of a slope and would not meet the minimum slope to the City connection to ensure proper drainage. Another example is that the flammable waste interceptor must be located inside the building to keep it from freezing. It is best to address these issues before the building and footing/foundation permits are issued. D. Natural Resources Management Permit (NRMP) (Footing/Foundation or Full Building Permit) The NRMP permit allows for installation of erosion control, fencing, rock entrances, inlet protection, tree fencing, tree removal, silt fencing, mass site grading, perimeter fencing protection for the safety of pedestrians and similar. This permit does not include site improvements for infrastructure such as sewer and water and other site utilities. If soil corrections were required, this would be monitored by the Building Inspection Division and would require a special inspector agreement to include soil borings and corrections. The City will receive the special inspector's reports. This permit can be issued ahead of the footing/foundation or full building permit only after a pre -construction meeting has been held by the City and the City has received the Special Inspector agreement, soil borings, and report from the testing agency. Approved site fencing shall be chain link, or snow fencing 4 feet in height. Erosion control does not constitute appropriate site pedestrian protection for fencing. Section 4.03: Page 2 SECTION 4 — ENGINEERING AND INSPECTIONS DIVISIONS Public Works Department Policies City of Apple Valley E. Met Council SAC Determination (Footing/Foundation or Full Building Permit) The SAC determination shall be required during the permit plan review process. The applicant is required to apply to Met Council for this review. The applicant must make payment to the city prior to the issuance of the footing foundation or full building permit. F. Department of Health or Agriculture (Full Building Permit) The Minnesota Department of Health or Agriculture performs plan reviews for the City of Apple Valley. These divisions review commercial kitchen or commercial swimming pool plans, gas stations, bakeries, and grocery stores for Health Codes. The Building Inspection staff review the letters from the Health and Agriculture Departments with the full building construction documents, internal room finishes, exhausting hoods, floor, and wall surfaces, walk in coolers and freezers, etc. These letters must be provided to the Building Inspection staff prior to permit issuance. Adopted by City Council: Resolution 2013-09 Section 4.03: Page 3 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 5.01 MAINTENANCE PERSONNEL UNIFORM POLICY A. Purpose This policy is intended to establish a Uniform Policy for Maintenance personnel covered by the City's contract with AFSCME and as outlined in Article 20, Uniforms. Employee's appearance and dress should always be appropriate for the public service environment, reflect favorably on the City's image, easily identify the employee as a City employee, and contribute to job and workplace safety. B. Scope This policy applies to Maintenance personnel covered by the City's contract with AFSCME and as outlined in Article 20, Uniforms. C. Policy The Maintenance Uniform Policy has been adopted by the City administration and a Uniform Coordinator assigned to assist with purchasing, tracking, and coordinating the policy. Questions or concerns regarding this policy should be directed to the employees' Supervisor/Superintendent, Department Head, or Human Resources. Employees are required to wear the uniforms provided unless authorized by the supervisor. Only City issued hats or caps may be worn during working hours. Employees are required to wear uniform clothing that is neat, clean, and well maintained, and to observe good grooming and personal hygiene practices. D. Procedures 1. UNIFORM CLOTHING ISSUE FOR NEW EMPLOYEES Item Quantity Description a. Work Shirts 12 Various styles and colors including sweatshirts. b. Pants 4 Combination of four (4) of the following: (a) blue jeans or brown twill pants or (b) blue or brown work trousers or (c) solid blue or black bib overalls. Reimbursement of actual cost up to $45 per pair. A receipt(s) must accompany the request for reimbursement. c. Outerwear Combination of two (2) of the following: 1 Heavyweight hooded sweatshirt 1 Twill jacket, quilt or blanket lined 1 Lightweight baseball jacket d. Coat 1 Hi Viz choice of either a long or short coat e. Bibs 1 Insulated twill bibs with zipper to knee or hip f. Hats, Caps (optional) 4 City issued: two (2) ball caps, one (1) high visibility ball cap, and one (1) winter stocking cap. Section 5.01: Page 1 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 2. BOOTS Actual cost up to $250 per year toward purchase or repair of work or snow boots or accessories such as heel inserts, laces, re -soling. The boot must be a sturdy leather boot with a minimum over the ankle support of four inches. If an employee prefers a blend of cordura nylon/leather or Kevlar'/leather, that boot may be acceptable but only with prior approval from the employee's supervisor. No tennis shoes or canvas type shoe may be purchased under this policy. The City has accounts set up at the following boot suppliers: Red Wing Shoes in Apple Valley, Nokomis shoe shop, and Delegard Tool Company. (This list is subject to change.) Boots, inserts, laces or resoling may be charged to the City's account. If purchased elsewhere, a receipt must accompany the request for reimbursement. 3. SHORTS a. Employees may wear shorts when both of the following conditions are met: 1) From May 1 through September 30, on days when the anticipated temperature is 80 degrees or greater. (Forecast from National Weather Service.) 2) The employee is assigned a task the Supervisor/Superintendent has approved for shorts. Employees may not wear shorts while performing the following tasks: • Asphalt work/pavement patching • Use of push mower, weed whip, or power hedge trimmer • Chainsaw, chipper, brush work • Pesticide/chemical use • Welding or torch work • Lift station repair • Entering confined spaces • Work in the water treatment plant/wells b. Type of shorts permitted 1) Style: Shorts must be neat and suitable for a business environment and contact with the public. They must be of original manufacture with hem. "Baggy" style shorts are not allowed. Shorts must be of jean or trouser weight. Shorts must not be more than two inches above the top of the kneecap. 2) Color: Shorts must be solid dark blue, black, or khaki in color. c. Purchase of Shorts Employees are responsible for purchasing their own shorts. Shorts purchases do not qualify for reimbursement under the City of Apple Valley uniform program. d. Other procedures for wearing shorts 1) When wearing shorts, employees must follow all other provisions of the City's uniform policy. Section 5.01: Page 2 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 2) Employees must report to work in pants and have the pants immediately available. Employee may change into pants/shorts during scheduled breaks or lunch only. Employee may not change into pants/shorts while out in the field. 3) Other than for the prohibited tasks previously listed, approval of tasks for which wearing shorts will be permitted will be at the discretion of the Supervisor/Superintendent. If an employee abuses this policy, the Supervisor/Superintendent may revoke the employee's privilege to wear shorts. 4) Seasonal workers This section shall also apply to seasonal maintenance workers. 4. Hats/Headwear The City will provide baseball -style hats along with a cold -weather stocking hat with the City logo affixed on the hat for use by employees to wear if they choose. Only hats with the City's logo will be allowed to be worn, with the exception of non -logo safety head wear for weather protection. No skull caps or bandanas may be worn unless it is under a hat and not visible under the hat. The wearing of any hat by an employee is subject to approval by the employee's supervisor. 5. CLEANING Employees must clean and maintain their own uniforms. Employees are expected to maintain a clean and neat appearance and dress. 6. REPLACEMENT Employees must turn in the item to the Uniform Coordinator before new items will be issued or pants are reimbursed. Boots need not be turned in. Items must be worn and/or no longer a proper fit before replacement items will be issued. Supervisory approval is required for other requests for replacement. 7. ORDERING PROCESS Ordering of clothing items, except boots and pants, is done by the Uniform Coordinator. 8. MAXIMUM CONTRIBUTION BY THE CITY The City's uniform policy is one of a maximum contribution toward purchase of an item the City requires employees to wear. The policy does not entitle the employee to the difference between the cost of the item and the City's maximum contribution. However, the savings of lower priced items will offset the cost of higher priced items if brought in at the same time and only up to the maximum the City would pay for the number of items turned in together. Example 1: If an employee pays $66 for a pair of pants and gets the next pair for half price, the City will view the entire transaction as worth $99. The employee would be entitled to reimbursement for two pairs at $45/pair for a total of $90. The employee would not be reimbursed for the remaining $9. Both pairs must be turned in at the same time Section 5.01: Page 3 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley Example 2: If an employee purchases two pairs of pants at $40 each and a third pair at $58, the employee will be reimbursed a total of $135 (3 x $45), not $138 ($40 + $40 +$58). All three pairs must be turned in at the same time. The difference between the lower -priced item and the cost the City would pay will not be banked to offset future purchases. 9. TRACKING In addition to monitoring the boot allowance, the City records the number of items each employee is issued as well as amounts for which they are reimbursed. 10. PURCHASE OF ADDITIONAL ITEMS Full-time employees may purchase additional items at the City's purchase price. Clothing purchased by full-time employees outside of the City's items purchased is eligible for the City to pay for logo embroidery or screen printing. 11. ALTERATIONS OF APPLE VALLEY Employees may not alter or decorate City uniforms. Employees may imprint/embroider uniform clothing with names, including proper or shortened proper names, not nicknames. The embroidered name must complement the Apple Valley logo in lettering style and size and must be located on the side opposite the City logo. Employees must request approval from their Supervisor/Superintendent prior to adding names. The cost of the imprint/embroidery is the responsibility of the employee. 12. RETURN AND REIMBURSEMENT OF UNIFORM ITEMS Upon termination of employment: a. All City -issued clothing/uniform items that have a logo must be turned into the Uniform Coordinator. b. Employees are no longer eligible for boot, jean or safety glasses reimbursement and distribution of clothing items, upon either the submission of a resignation notice or within the last 30 days of employment, whichever occurs first. 13. PRESCRIPTION SAFETY GLASSES The City will subsidize the actual cost of one pair of prescription safety glasses, including dispensing, shipping and handling fees up to a maximum of $70 every two years. A receipt must accompany the request for reimbursement. The Uniform Coordinator will handle requests for reimbursement. Only employees requiring a prescription of vision corrective lenses will be eligible for this subsidy. No reimbursements will be made to employees who do not wear corrective lenses. Adopted by City Council - Resolution 2011-175 Section numbering revised 03-12-2012 and 01-18-2013 Adopted by City Council April 23, 2015 - Resolution 2015-61 Adopted by City Council December 22, 2015 — Resolution 2015-187 Adopted by City Council October 11, 2018 — Resolution 2018-149 Adopted by City Council December 28, 2023 — Resolution 2023-187 Section 5.01: Page 4 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 5.02 NON -UNION PERSONNEL UNIFORM POLICY A. Purpose This policy is intended to establish a Uniform Policy for Building Inspection, Construction Inspection, and Natural Resources personnel defined by the City's Pay and Benefit Plan resolution. Employee's appearance and dress should always be appropriate for the public service environment, reflect favorably on the City's image, easily identify the employee as a City employee, and contribute to job and workplace safety. B. Scope This policy applies to the positions of Building Inspector (Residential and Commercial), Building Official, Natural Resources Coordinator, Engineering Technicians, Natural Resources Technician, Water Resources Specialist, Superintendents, and Supervisors. C. Policy This Uniform Policy has been adopted by the City administration and a Uniform Coordinator assigned to assist with purchasing, tracking, and coordinating the policy. Questions or concerns regarding this policy should be directed to the employee's Supervisor, Department Head, or Human Resources. Employees are required to wear the uniforms provided unless previously authorized by the supervisor. Only City issued hats or caps may be worn during working hours. Employees are required to wear uniform clothing that is neat, clean, and well maintained, and to observe good grooming and personal hygiene practices. D. Procedures 1. UNIFORM CLOTHING ISSUE FOR NEW EMPLOYEES Item Quantity Description a. Work Shirts 10 Various styles and colors including sweatshirts. (Inspectors and Technicians only) b. Outerwear Combination of 2 of the following: 1 Heavyweight hooded sweatshirt 1 Twill jacket, quilt or blanket lined 1 Lightweight baseball jacket c. Coat 1 Hi Viz choice of either a long or short coat d. Bibs 1 Insulated twill bibs with zipper to knee or hip (Natural Resources and Engineering staff only.) e. Hats, Caps (optional) 4 City issued: two (2) ball caps, one (1) high visibility ball cap, and one (1) winter stocking ca p. Section 5.02: Page 1 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 2. BOOTS Actual cost up to $250 per year toward purchase or repair of work or snow boots or accessories such as heel inserts, laces, re -soling. The boot must be a sturdy leather boot with a minimum over the ankle support of four inches. If an employee prefers a blend of cordura nylon/leather or Kevlar®/leather, that boot may be acceptable but only with prior approval from the employee's supervisor. No tennis shoes or canvas type shoe may be purchased under this policy. The City has accounts set up at the following boot suppliers: Red Wing Shoes in Apple Valley, Nokomis shoe shop, and Delegard Tool Company. (This list is subject to change.) Boots, inserts, laces or resoling may be charged to the City's account. If purchased elsewhere, a receipt must accompany the request for reimbursement. 3. CLEANING Employees must clean and maintain their own uniforms. Employees are expected to maintain a clean and neat appearance and dress. 4. Hats/Headwear The City will provide baseball -style hats along with a cold -weather stocking hat with the City logo affixed on the hat for use by employees to wear if they choose. Only hats with the City's logo will be allowed to be worn, with the exception of non -logo safety head wear for weather protection. No skull caps or bandanas may be worn unless it is under a hat and not visible under the hat. The wearing of any hat by an employee is subject to approval by the employee's supervisor. 5. REPLACEMENT Employees must turn in the item to the Uniform Coordinator before new items will be issued. Boots need not be turned in. Items must be worn and/or no longer a proper fit before replacement items will be issued. Supervisory approval is required for other requests for replacement. 6. ORDERING PROCESS Ordering of clothing items, except boots, is done through the Uniform Coordinator. 7. TRACKING In addition to monitoring the boot allowance, the City records the number of items each employee is issued as well as amounts for which they are reimbursed. 8. PURCHASE OF ADDITIONAL ITEMS Full-time employees may purchase additional items at the City's purchase price. Clothing purchased by full-time employees outside of the City's items purchased is eligible for the City to pay for logo embroidery or screen printing. Section 5.02: Page 2 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 9. ALTERATIONS OF APPLE VALLEY Employees may not alter or decorate City uniforms. Employees may imprint/embroider uniform clothing with names, including proper or shortened proper names, not nicknames. The embroidered name must complement the Apple Valley logo in lettering style and size and must be located on the side opposite the City logo. Employees must request approval from their Supervisor/Superintendent prior to adding names. The cost of the imprint/embroidery is the responsibility of the employee. 10. RETURN OF UNIFORM ITEMS Upon termination of employment, all City -issued clothing/uniform items that have a logo must be turned into the Uniform Coordinator. 11. PRESCRIPTION SAFETY GLASSES The City will subsidize the actual cost of one pair of prescription safety glasses, including dispensing, shipping and handling fees up to a maximum of $70 every two years. A receipt must accompany the request for reimbursement. The Uniform Coordinator will handle requests for reimbursement. Only employees requiring a prescription of vision corrective lenses will be eligible for this subsidy. No reimbursements will be made to employees who do not wear corrective lenses. 12. RETURN AND REIMBURSEMENT OF UNIFORM ITEMS Upon termination of employment: a. All City -issued clothing/uniform items that have a logo must be turned into the Uniform Coordinator. b. Employees are no longer eligible for boot, jean or safety glasses reimbursement and distribution of clothing items, upon either the submission of a resignation notice or within the last 30 days of employment, whichever occurs first. Adopted by City Council - Resolution 2011-175 Section numbering revised 03-12-2012 Adopted by City Council April 23, 2015 - Resolution 2015-61 Adopted by City Council December 22, 2015 — Resolution 2015-187 Adopted by City Council October 11, 2018 — Resolution 2018-149 Adopted by City Council December 28, 2023 — Resolution 2023-187 Section 5.02: Page 3 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley 5.03 HIGH -VISIBILITY CLOTHING POLICY A. Purpose This policy is intended to establish guidelines for Public Works and Parks personnel for the use of high -visibility personal protective equipment. B. Policy Employees are required to wear the appropriate high visibility warning vest or other high visibility garment (ANSI/ISEA 107-2010) any time they are exposed to or working adjacent to moving motor vehicle traffic and any time they are at an exterior construction site (OSHA 5205.0030). Employees who are working on the ground who are exposed to mobile earth -moving equipment are also required to wear appropriate high -visibility garments (OSHA 5207.0100). Employees who violate this policy will be subject to disciplinary action up to and including termination from employment. C. Garment Class Type 1. Class 1 Garment must be relatively conspicuous, with background material equal to 217 sq. in. in total area and retroreflective bands not less than 25mm wide. 2. Class 2 Greater visibility than the Class 1 garments. Background material must equal 755 sq. in. in total area and the minimum width of retroreflective bands is 35mm wide. 3. Class 3 Superior visibility — the highest level of conspicuity. Background material must total 1240 sq. in. Garment must have sleeves with retroreflective material between the shoulder and elbows. The width of the retroreflective bands shall not be less than 50mm wide. The City will only be providing Class 3 vests. 4. Class E When high visibility pants are worn without other high visibility garments, they are considered Class E. When pants are added to Class 2 or 3 garments, the ensemble is considered Class 3. D. Wearer/Activities 1. Class 2 Employees who work near roadways where traffic speeds are 50 mph or less. Employees who work at or visit exterior construction sites. Employees working on the ground, exposed to mobile earth -moving equipment, and as directed by a supervisor. 2. Class 3 Employees who are working in adverse weather conditions, when traffic speeds exceed 50 mph, when working at night, or as directed by a supervisor. Section 5.03: Page 1 SECTION 5 — GENERAL POLICIES Public Works Department Policies City of Apple Valley E. Supplied High -Visibility Garments Hats, vests, shirts and pants will be supplied by the City of Apple Valley to maintenance employees assigned to work in areas requiring High -Visibility Clothing. Some high -visibility apparel can be obtained as part of the City -supplied uniforms. Other apparel and equipment can be obtained through department supervisors or superintendents. The City will only be providing Class 3 vests and high -visibility cotton T-shirts. Seasonal employees will be able to wear high -visibility polyester T-shirts. F. Maintenance of Garments Employees will monitor the condition of their high -visibility garments and equipment. If the high -visibility personal protective equipment becomes faded, torn, dirty, worn, or defaced, reducing the equipment's performance below manufacturer's recommendations, the high - visibility personal protective equipment shall be immediately removed from service and replaced. For replacement items, an employee's supervisor or the uniform coordinator can assist with items that are supplied as uniforms. Adopted by City Council - Resolution 2014-56 Section 5.03: Page 2 SECTION 5 —GENERAL Public Works Department Policies City of Apple Valley 5.04 SUPERINTENDENT/SUPERVISOR ON -CALL POLICY A. Scope of Policy The purpose of this policy is to assist with the administration of on -call duty for Public Works Superintendents and Supervisors for the City of Apple Valley. This policy provides for the coordinated response to calls for Public Works related service occurring outside of normal business hours. B. On -call Duties On -call duties consist of continuously monitoring the assigned City mobile or personal telephone and providing the initial response to calls for Public Works -related services during the On -Call schedule period as defined in Section C of this policy. On -call duty responsibilities include, but are not limited to, the following: 1. Answer calls from DCC 2. Call the appropriate department, refer to the call out sheets from the departments (Utilities, Streets, and Fleet) 3. If additional help is needed, support the staff called in 4. If another department (other than the current on -call individuals) has a major issue, call the Superintendent or Supervisor from that department. 5. In winter months, monitor the roadways with the assistance of Police Department staff communications 6. Initiate call out for snow plowing events, and manage the event C. On -Call Schedule Superintendents and Supervisors of the Streets and Utilities Divisions will work together to establish a quarterly call out schedule. The schedule will be sent to Dakota County Communications (DCC) for emergency call out events. On -call schedules will run from 3:30 PM on Friday afternoons to 3:29 PM on the following Friday. For the months of April through mid -October, Superintendents/Supervisors of Streets, Building/ Fleet and Utilities will rotate (four person) the on -call responsibility. For the months of November through the end of March, the Street Superintendent and Supervisor will rotate the on -call responsibility. Changes or Modifications to the schedule that occur after the DCC has received the original on -call schedule, must be immediately communicated to DCC with an updated on -call schedule. Section 5.04: Page 1 •: 0000 ITEM: 4.1. 000 ::: ••• COUNCIL MEETING DATE: April 24, 2025 Apple Valley SECTION: Consent Agenda Description: Approve 2025-2026 Goal Setting Focus Session Summary Staff Contact: IDepartment / Division: Tom Lawell, City Administrator lAdministration Department ACTION REQUESTED: Approve the 2025-2026 Goal Setting Focus Session Summary from the meeting that occurred on April 11, 2025. SUMMARY: Annually the City Council and senior management team meet to discuss accomplishments from the prior year and establish goals for the coming year. This year the workshop was held on April 11, 2025. Attached please find a summary of the workshop and its outcomes. Once adopted, the summary will help guide the efforts of staff in 2025 and into 2026. BACKGROUND: The annual Goal Setting Focus Session provides the opportunity to review past accomplishments and identify future goals. Noted major accomplishments for 2024 included maintaining the City's financial stability and AAA bond rating, implementing neighborhood street reconstruction projects without reliance on special assessments, successfully administering three elections, implementation of various parks bond referendum projects, completion of the Fire Station #2 project, achieving GreenStep Cities Step 4 and 5, adoption of the Alimagnet Natural Resources Management Plan, and many others as outlined in the attached report. In all, more than 100 notable accomplishments were achieved in 2024, and there was a consensus that it was a very productive year. Looking ahead to the coming year, meeting participants identified the following goals as key undertakings: • Maintain the City's Financial Stability and AAA Bond Rating • Implement our Annual Neighborhood Street Reconstruction Projects without Reliance on Special Assessments • Central Maintenance Facility Improvements • Design Water Treatment Plant Pilot Test for PFAS Mitigation • Promote and Market the City for Ongoing Economic Development • Successfully Coordinate Development in Orchard Path • Develop Policy on City Use of Artificial Intelligence Tools • Encourage Successful In -Fill Development Throughout the City • Review Market Compensation Benchmarking Data • Implement Improved on -Boarding Practices • Advocate on Housing Related Legislation to Maintain Local Land Use Decision Making • Traffic Enforcement Aimed at Reducing Crashes and Fatalities • Implement Planned Public Works Infrastructure Preservation and Expansion Projects • Continued Implementation of Parks Referendum Bond Projects • Promote WaterSmart Portal Use and Electronic Utility Bill Payment • Maintain Steps 4 and 5 in the GreenSteps Cities Program • Due to Pending Retirement, Successfully Transition to New Finance Director These goals, along with the others identified in the attached 2025-2026 Goals Summary, the Departmental Goals document, and those identified in the City's 2040 Comprehensive Plan, will help to direct the efforts of the City over the next year and will help ensure continued progress and prosperity for our community. BUDGET IMPACT: The City's adopted 2025 budget supports the above identified goals. Longer term goals identified in the attached summary will help guide the preparation of the City's 2026-2027 budget and the 2026-2030 Capital Improvements Plan, ATTACHMENTS: Report Exhibit Exhibit Exhibit Exhibit Exhibit Goal Setting Focus Session Summary ••• 0000 10•••• 0000 ••• Appl Vae lley Valleywood Golf Course and Event Center April 11, 2025 Summary The Apple Valley City Council and Senior Management Team met on April 11, 2025, at the Valleywood Golf Course and Event Center in Apple Valley to discuss the current status and future goals of the City. The meeting was open to the public and discussion was facilitated by City Administrator Tom Lawell. The workshop agenda, roster of attendees and presentation materials used at the workshop are attached to this report. At the session, the Council reviewed and affirmed the City's Mission, Vision and Values. The City of Apple Valley is pledged to promote and enhance the health, safety, and general well-being of its citizens and all who visit the City. In fulfilling its mission, the City... • Provides a full range of municipal services; • Encourages active participation in city government activities; • Promotes quality development; • Provides a balance of residential, commercial, and public uses; • Promotes employment opportunities within the community; • Experiments with new ideas in the delivery of public services; • Transmits to future citizens a better and more beautiful community. The City's Core Organizational Values are: • Excellence & Quality in the Delivery of Services • Fiscal Responsibility • Ethics and Integrity • Fairness • Transparency • Professionalism • Visionary Leadership and Planning The City's Vision is expressed through its 2040 Comprehensive Plan which includes 12 Keys to our success. These include: • Service • Great Place to Live • Business Oriented • Safe • Parks to Experience • Healthy and Active • Sustainable • Accessible • Successful Downtown • Exceptional Learning • Technology & Innovation • A Community for a Lifetime The Council was provided background material on previous goal setting efforts. The City Administrator presented key accomplishments for 2024, which include maintaining the City's financial stability and AAA bond rating, implementing neighborhood street reconstruction projects without reliance on special assessments, successfully administering three elections, implementation of various parks bond referendum projects, completion of the Fire Station #2 project, achieving GreenStep Cities Step 4 and 5, adoption of the Alimagnet Natural Resources Management Plan, and many others as outlined in the attached report. In all, more than 100 notable accomplishments were achieved in 2024, and there was a consensus that it was a very productive year. Looking ahead, the group discussed longer -term trends and external factors which present challenges and opportunities to the City in the coming years. The group also reviewed information related to the life cycle of typical suburban communities and the need to continually work to keep the community vital and desirable for residents and businesses alike. The group discussed the worsening economic conditions facing the State of Minnesota and other emerging issues on the horizon that might affect the financial health of the City. Finance Director Ron Hedberg shared information on the various cost drivers likely to affect the tax levy in 2026 and 2027, including increased debt service costs, the pavement management program, the Vehicle and Equipment Replacement Program (VERF), and employee wages and health insurance. Debt service costs are closely related to the issuance of capital facility bonds in upcoming years to finance capital facility improvements related to police, fire, parks and recreation and maintenance facilities. Longer term costs related to the mitigation of Per- and Polyfluoroalkyl Substances (PFAS) detected in groundwater sources were also discussed. The group then focused on specific goals to be addressed during the remainder of 2025 and into 2026. Over 100 departmental goals were prepared and presented to the City Council in writing prior to the goal setting focus session. Department and division representatives presented their significant goals for the year and the goals were discussed at length. With that background, the group undertook a process of listing and prioritizing collective goals for the remainder of 2025 and 2026. The group focused on over 90 specific goals and they were posted on the walls of the meeting room organized under the Comprehensive Plan keys they specifically advanced. Meeting participants were then asked to indicate their top priority goals. Two goals were deemed important at the top of the list and were identified as assumed annual goals. They are: • Maintain the City's Financial Stability and AAA Bond Rating • Implement the Annual Neighborhood Street Reconstruction Projects without Reliance on Special Assessments Additionally, many other goals were identified as key undertakings for the year: • Central Maintenance Facility Improvements • Design Water Treatment Plant Pilot Test for PFAS Mitigation • Promote and Market the City for Ongoing Economic Development • Successfully Coordinate Development in Orchard Path • Develop Policy on City Use of Artificial Intelligence Tools • Encourage Successful In -Fill Development Throughout the City • Review Market Compensation Benchmarking Data • Implement Improved on -Boarding Practices • Advocate on housing Related Legislation to Maintain Local land use Decision Making • Traffic Enforcement Aimed at Reducing Crashes and Fatalities • Implement Planned Public Works Infrastructure Preservation and Expansion Projects • Continued Implementation of Parks Referendum Bond Projects • Promote WaterSmart Portal Use and Electronic Utility Bill Payment • Maintain Steps 4 and 5 in the GreenSteps Cities Program • Due to Pending Retirement, Successfully Transition to New Finance Director These goals, along with the others identified in the attached 2025-2026 Goals Summary, the departmental goals document, and those identified in the City's 2040 Comprehensive Plan, will help to direct the efforts of the City over the next year and will help ensure continued progress and prosperity for our community. Apple Council 2025-2026 Goal• Workshop April 11, 2025 Goals to be Accomplished Maintain Financial Stability and AAA Bond Ratings Indicated Preference Council Staff Total Assumed Annual Goal Comp Plan !jey 1 Street Reconstruction Without Special Assessments Assumed Annual Goal 2 Central Maintenance Facility Improvements 5 5 10 1 Design Water Treatment Plant Pilot Test for PFAS Mitigation 4 4 8 7 Promote and Market the City for Ongoing Economic Development 3 1 4 3 Successfully Coordinate Development in Orchard Path 2 2 4 3 Develop Policy on City Use of Artificial Intelligence Tools 1 1 2 11 Encourage Successful In -Fill Development Throughout the City 0 4 4 9 Review Market Compensation Benchmarking Data 0 4 4 1 Implement Improved On -Boarding Practices 0 3 3 1 Advocate on Housing Related Legislation to Maintain Local Land Use Decision Making 0 3 3 2 Add GIS Interface to Historical Database for Public Use 0 2 2 12 Initiate Tree Replacement Effort Within City Parks 0 2 2 7 Successfully Transition to New Finance Director 0 1 1 1 Grow Use and Effectiveness of Liquor Website and E-Commerce Platform 0 1 1 1 Ensure Compliance with City Code and Ordinances 0 1 1 2 Ensure Annual Liquor Store Transfer to Support City Operations 0 1 1 3 Develop & Implement New Access Guidelines for High School Golf Teams at Valleywood 0 1 1 3 Successfully Administer Business Licenses and Permits Issued by Clerk's Office 0 1 1 3 Traffic Enforcement Aimed at Reducing Crashes and Fatalities 0 1 1 4 Convene Employee Engagement and Wellness Committee 0 1 1 6 Promote WaterSmart Portal Use and Electronic Utility Bill Payment 0 1 1 7 Continue Police Employee Mental Health Wellness Initiatives 0 1 1 10 Implementation of Accela - New Permitting System 0 1 1 11 Prepare New Capital Improvements Plan with New Software 0 0 0 1 Implement Next Phase of Website Optimization Project 0 0 0 1 Implement Fiber Connections to City Owned Facilities 0 0 0 1 Review Staff Training and Development Needs • • 0 . 0 0 1 Increase Individual Police Community Outreach Efforts 0 0 0 1 Continue Participation in Joint Cable Commission 0 0 0 1 Implement Consistent Branding of City Deliverables and Products 0 0 0 1 Update Policy on City Use of Conduit Debt Financing 0 0 0 1 Collaborate on the Purchase of New Election Equipment 0 0 0 1 Review Group Insurance Benefits and Contribution Structure 0 0 0 1 Successfully Implement Replacement Utility Billing Software 0 0 0 1 Complete Transition to New Official Financial Depository 0 0 0 1 Adoption of Five -Year Financial Plans for Special Funds 0 0 0 1 Maintain GFOA Certificate of Achievement for Financial Reporting 0 0 0 1 Work Towards Implementing Requirements for GFOA Budget Award 0 0 0 1 Update Rental Brochure for the Senior and Event Center 0 0 0 1 Install and Train on New Point -of -Sale System at Valleywood 0 0 0 1 Replace Audio and Presentation System in Council Chambers 0 0 0 1 Implement Planned Public Works Infrastructure Preservation and Expansion Projects 0 0 0 2 Evaluate Possible Rental Residential Inspection Program 0 0 0 2 Successfully Manage City and EDA Owned Properties 0 0 0 3 Maintain or Increase Revenue Per Round at Valleywood 0 0 0 3 Plan for Valleywood's 50th Anniversary in 2026 0 0 0 3 Evaluate Naming Rights Opportunities for Park Facilities 0 0 0 3 Continue to Produce a Net Profit Margin Better Than Other Metro Municipal Liquor Stores 0 0 0 3 Continue to Provide High Quality Staff Training to Liquor Store Employees 0 0 0 3 Monitor Legislative Initiatives Impacting Municipal Liquor Operations 0 0 0 3 Pass All Liquor Sales Compliance Checks 0 0 0 4 Transition to Providing Fire Incident Data in NERIS 0 0 0 4 Review and Implement New Fire Department Policies and Procedures 0 0 0 4 Complete Fire Station 1 and 3 Parking Lot Improvements 0 0 0 4 Establish Additional Employee Safety Committee 0 0 0 4 Implement Expanded Server host and Storage Area Network (SAN) Systems 0 0 0 4 ,Goals to be Accomplished Replace Network Core Switch Indicated Council Staff 0 0 Total 0 Corn • Plan 4 Update and Expand Police Computer Systems 0 0 0 4 Conduct Scenario Based Active Assailant Training for Police 0 0 0 4 Renew Drug Recognition Evaluator (DRE) Program 0 0 0 4 Administer Use of State Provided Public Safety Aid 0 0 0 4 Receive and Place Into Service Replacement Fire Engine 0 0 0 4 Complete Police Garage Facility and Occupy New Space 0 0 0 4 Continue Implementation of Parks Referendum Bond Projects 0 0 0 5 Develop Community Center and Senior Center Business Plan 0 0 0 5 Grand Opening of Splash Valley Water Park 0 0 0 5 Inventory and Assign Tiering Levels for Athletic Fields 0 0 0 6 Formalize Youth Athletic Association Field Use Guidelines 0 0 0 6 Pursue State Bonding Support for the Apple Valley Sports Arena 0 0 0 6 Organize Hockey Day Celebration in Apple Valley 0 0 0 6 Begin Implementation of Natural Resource Management Plan for Alimagnet Park 0 0 0 7 Maintain Steps 4 and 5 in the GreenSteps Cities Program 0 0 0 7 Televise Apple Valley's Reinforced Concrete Pipe (RCP) 0 0 0 7 Pursue Grant Funding Opportunities in Stormwater, Resilency, and Traffic Safety 0 0 0 7 Pursue Water Treatment Plant Expansion Funding 0 0 0 7 Develop Tree Canopy Enhancement Stratgies Due to Emerald Ash Borer 0 0 0 7 Pursue Sustainability Grants to Support Efficiency in Liquor Store Operation 0 0 0 7 Confirm EECBG Grant Dollars and Install New EV Charging Station at CMF 0 0 0 7 Complete Survey of Citizen Newsletter Preferences and Implement Findings 0 0 0 7 Conduct Clean -Up Day and Electronics Recycling Event 0 0 0 7 Incorporate Sustainability Measures into Parks Referendum Projects 0 0 0 7 Quality Transit Service to Promote Accessibility and Mobility 0 0 0 8 Create and Implement Police Leadership Program 0 0 0 10 Implement New Data Practices Request Software 0 0 0 11 Implement New City -Wide Agenda Management Software 0 0 0 11 Monitor Private Fiber to the Home Construction Projects to Ensure Success 0 0 0 11 ffl� . ME - - Evaluate Requirement and Options for a New Telephony System 0 0 0 1 11 Implement Unified Mobile Device Management System 0 0 0 11 Locate and Catalog All Park Assets Using GIS Software 0 0 0 11 Develop Library of Training Videos for Parks Staff 0 0 0 11 Encourage New Housing Opportunities Offering Choices and Affordability 0 0 0 12 Apple lley 2025-2026 GOALS Reviewed at Annual Goal Setting Session Held April 11, 2025 Adopted by the City Council April 24, 2025 Table of Contents Administration.......................................................................................... 3-4 CityClerk.................................................................................................... 5-6 Community Development....................................................................... 7-10 Finance................................................................................................... 11-12 Fire.......................................................................................................... 13 Human Resources................................................................................... 14 Information Technology.......................................................................... 15-16 Liquor......................................................................................................... 17-18 Parks and Recreation............................................................................... 19-24 Police...................................................................................................... 25-26 PublicWorks............................................................................................. 27-30 2025-2026 Goals Page 2 Administration Municipal Building Improvements In 2025, the City will be continuing its largest collective capital improvements projects in its history with projects in Police, Public Works, and Parks. Administration will be providing management support services to these departments as these projects are underway. Key 4 - Safe, Key 7 - Sustainable Energy Efficiency and Conservation Block Grant (EECBG) Program The City received an EECBG grant for a public electric vehicle charging station at the Central Maintenance Facility. There are some site issues that need to be addressed before the project can move forward. Staff intend to try to resolve the site issues and install the station in 2025. Key 1 - Service, Key 7 - Sustainable Capital Improvements Program (CIP) The City contracted new CIP management software. In 2025, staff intend to migrate the CIP data into the new software and help develop the software to integrate the vehicle and equipment replacement fund with the rest of the CIP data. Key 1 - Service, Key 7 - Sustainable Historical Database Expansion With a process in place for scanning, labeling, and organizing historical image files, staff are working on a public interface that will allow the public to directly utilize the historical data in a meaningful and efficient manner. Staff will be working on a GIS-based interface like the one provided by Hennepin County Library. Key 12 - Community for a Lifetime Website Optimization After the initial launch of a multi -faceted project aimed at restructuring and redesigning the City's website using data -driven insights and analytics, Communications is focused on progressing through each phase of the project which includes optimizing core content, gathering feedback and data, implementing layout/design changes, and performance studies. Key 1 - Service, Key 3 - Business Oriented Branded City Deliverables The City regularly produces a wide range of printed materials, which include letters, signs, memos, flyers, presentations, press releases, and reports to support daily operations. To ensure consistent brand integrity, all items will be updated and aligned with the City's brand guide. Much of this work will be completed in collaboration with the City's Seasonal Communications Intern. Key 1 - Service, Key 3 - Business Oriented 2025-2026 Goals Page 3 City Newsletter Research The City publishes three annual newsletters, each spanning 30 to 36 pages, which are mailed to more than 22,000 households in Apple Valley. Given their extensive reach, it is crucial that these newsletters are optimized for maximum impact. Additionally, due to the significant staff effort required to coordinate their production, streamlining the process is equally important. Finally, the environmental impact must also be considered. To ensure effectiveness, surveys will be conducted, and the insights gained will drive any necessary improvements. Key 1 - Service, Key 7 - Sustainable Recycling and Collection of Electronics The City intends to hold the Clean-up Day program in 2025. After a very successful trial Dakota Valley Recycling Re -Use event in 2024, staff hope to expand the event in 2025. The Re -Use service allows more material to be diverted away from landfills. Key 1 - Service, Key 7 - Sustainable Digital Communications Initiatives The City contracts for its fiber management from LOGIS. Fiber improvement projects continue in 2025, mostly involving the new Police Operations Building and well sites on the adjoining Public Works site. Key 1 - Service Fiber -to -the -Home Service Providers Three service providers have expressed intent to submit permits for fiber network expansion in Apple Valley in 2025. This is an unregulated, but critical service for residents and businesses. Staff expect 2025 to be a busy year for fiber installation for all three companies. Key 1 - Service, Key 3 - Business Oriented, Key 11 - Technology and Innovation Video Programming Staff plan to continue to advance the use of vertical videos, implement closed and open captions in all video, replace the presentation and audio system in the Council chambers, and finalize the PEG fee adjustment with Charter in the cable franchise. Key 1 - Service Continued Participation in Joint Cable Commission The City continues participation in a joint cable commission with the Cities of Farmington and Rosemount. All three cities are seeking to improve their communications outreach in ways beyond video. Staff will continue to explore how the partnership can be expanded to add shared technical service areas like graphic design that are needed by all three cities. Key 1 - Service Research and Develop Policy for City Use of Generative Artificial Intelligence Tools Explore and develop policies and guidelines for staff use of generative artificial intelligence tools to ensure appropriate use. Key 1 — Service, Key 4 - Safe 2025-2026 Goals Page 4 2025-2026 Goals Page 5 City Clerk Citywide Agenda Management Software Implementation The City Clerk's Office staff will lead an interdepartmental team to implement a newly selected agenda management software solution. The implementation will centralize all agendas and packets into one online portal for staff and community members. Included in the implementation are the City Council, Economic Development Authority, Cemetery Advisory Committee, Parks and Recreation Advisory Committee, Planning Commission, Telecommunications Advisory Committee, Traffic Safety Advisory Committee, and Urban Affairs Advisory Committee. Key 1 - Service, Key 11 - Technology and Innovation Business License and Permit Administration New and renewal applications for licenses and permits will be reviewed, processed, prepared for Council action, and issued. Responses to compliance issues will be coordinated amongst relevant departments. The City Clerk's Office will actively participate in interdepartmental efforts to ensure excellent customer service to our business community. Staff will work collaboratively with the Community Development Department and Police Department to carry out the City's statutory obligations to review, register, and regulate the new adult -use cannabis industry. Key 1 - Service, Key 3 - Business Oriented, Key 4 - Safe Business Licensing Code Review The City Clerk's Office staff will review City Code regulations related to business licensing to ensure conformance with current practices and procedures and with state law. Potential changes will be brought to the City Council for consideration. Key 3 - Business Oriented, Key 4 - Safe Data Practices Request Software Implementation The 2025 approved budget includes implementation of software that manages data practices requests. From a community member's perspective, the new software will provide an easy -to - use interface for submitting requests online, receiving status updates, communicating with City staff, and downloading requested data. Internally, the system will allow staff to more efficiently track requests, gather data, and ensure the City's statutory data practices obligations are met. The City Clerk's Office will lead the implementation effort, which includes updating the data practices policy, configuring the selected software, training staff, and introducing the system to the public. Key 1 - Service, Key 11 - Technology and Innovation Election Equipment Purchase Collaboration The equipment used by the City to count ballots and provide assistive ballot marking is nearing the end of its useful life. The equipment is owned by Dakota County. A joint powers agreement between the City and the County dictates how the equipment is used and maintained and how the associated costs are shared between the entities. Staff anticipate working with Dakota 2025-2026 Goals Page 6 County in 2025 to coordinate the terms of a new joint powers agreement and to review equipment options. Key 1 - Service, Key 11 - Technology and Innovation Administering Essential Organizational Functions The City Clerk's Office will continue to serve a central role in ensuring the City is meeting its statutory obligations related to government processes and transparency. Agenda packets and minutes will be prepared, posted, and distributed. Public hearing notices and legal notices will be published, mailed, and posted as required by law. Agreements and contracts will be awarded and carried out in conformance with state law and City policy. Legal documents will be recorded at the County. The City Fee Schedule will be updated as needed throughout the year. Oaths of Office will be administered. The City Clerk's Office will coordinate the advisory committee appointment process. Insurance claims will be received and processed. Surplus City property and unclaimed property will be sold or disposed of in conformance with state law and City policies. Official City records will be properly and efficiently maintained. Key 1 - Service 2025-2026 Goals Page 7 Community Development Encourage Continued and Successful Development of Orchard Place Staff will ensure the long-term success of Orchard Place by fostering strategic commercial and industrial growth. Through active engagement with property owners and developers, staff will promote sustainable, high -quality development in this reclaimed gravel mining area. Proactive marketing efforts will target industries that strengthen the community's tax base and job market. Staff will finalize and implement the Mixed -Use Business Campus zoning district to support long- term growth and attract desirable businesses. Additionally, staff will collaborate with DEED and Greater MSP to respond to development inquiries and site information requests. These efforts will position Orchard Place as a vibrant, economically strong district that supports local businesses, creates jobs, and enhances community development. Key 1 - Service, Key 3 - Business Oriented Encourage New Developments in Opportunity (In -Fill) Sites Throughout the City Staff will proactively support the redevelopment of key in -fill sites and underutilized properties to enhance economic growth and development opportunities. Staff will monitor market trends and community needs from economic reports (DEED, Greater MSP, EDAM, MSP-Business Journal, etc.) and assess the feasibility of a community -wide business survey to proactively identify new development opportunities. Staff will facilitate the successful development of key sites, such as (a) Central Village West Site; (b) Gaslight Site; (c) Central Village East (next to Zvago; (e) former Health Partners Site; and (f) Menards Remnant (Industrial) Parcels. Staff will also encourage the redevelopment of underutilized commercial spaces; Identify and promote redevelopment strategies for vacant shopping center spaces; and expand the city's hospitality sector by attracting commercial recreation uses, which may include brewpubs, a brewery and/or distillery. Key 1 - Service, Key 3 - Business Oriented, Key 9 - Successful Downtown Encourage New Housing Opportunities Offering Choices and Affordability Staff will support diverse and affordable housing options that meet community needs by facilitating new development, expanding workforce housing, and leveraging strategic partnerships. Staff will oversee the final development plans on Eagle Pointe, Applewood Pointe, and Lakeside by working with developers to finalize construction and amenities. Encourage the expansion of workforce housing opportunities at the Gaslight Site, capitalizing on its proximity to the MVTA Transit Station to promote accessibility and affordability. Collaborate with Dakota County CDA to monitor and report on affordable housing availability; secure federal, state, and regional funding while maintaining local oversight; and strategically allocate local affordable housing aid (LAHA) funds to maximize measurable benefits and impacts to the community. Key 1 - Service, Key 2 - A Great Place to Live, Key 12 - A Community for a Lifetime 2025-2026 Goals Page 8 Advocate on Housing -Related Legislation and Zoning/Land Use Development Issues Staff will proactively monitor and respond to legislative and zoning issues to support responsible housing development and land use planning. Staff will continue to monitor state cannabis legislation and collaborate with other city staff to ensure the new local ordinance is implemented effectively throughout the community. Staff will monitor the ongoing "Missing Middle Housing" (and related) housing legislation and report back to the Planning Commission or City Council as needed. Ensure efficient and transparent processing of land use applications through interdepartmental and inter -agency collaboration. Facilitate housing proposals that align with long-term planning goals and existing zoning regulations.; and Identify and support opportunities for TOD by aligning zoning policies, infrastructure planning, and developer engagement to create vibrant, walkable communities. Key 1 - Service, Key 2 - A Great Place to Live, Key 9 - Successful Downtown Evaluate a Possible Rental Residential Inspection Program To ensure rental properties remain safe, habitable, and well -maintained as the city's housing stock ages, Staff would like to explore the opportunity to conduct a feasibility study on implementing a rental inspection program and present findings to city leadership; assess the current state of rental housing to ensure safety and habitability; review the effectiveness of the existing rental registration program and explore enhancements to improve compliance, tenant safety, and property upkeep. Key 1 - Service, Key 2 - A Great Place to Live Support Economic Development and Ongoing Development Opportunities Staff will implement strategies to foster economic growth, attract investment, and support ongoing development opportunities through targeted marketing strategies to promote the city's identity, attract investment, and highlight key business opportunities. Staff will maintain and update the user-friendly interactive City -Wide Development Map, providing real-time information on (a) active construction projects and progress updates; and (b) zoning and land use standards (e.g., setbacks, parking). Staff will continue to collaborate with the City Council, Economic Development Authority, Planning Commission, and Urban Affairs Advisory Committee to align goals that support economic growth. Staff will act as the primary liaison for businesses and developers, addressing inquiries and facilitating development opportunities. Staff will continue to provide regular Economic Development newsletters and updates on projects to keep stakeholders informed and engaged. Staff will continue to collaborate and partner with MVTA, Apple Valley Chamber, Open to Business, and GREATER MSP to drive local economic growth, attract businesses, and foster existing ones. Key 1 - Service, Key 2 - A Great Place to Live, Key 3 - Business Oriented, Key 9 - Successful Downtown Enforce Compliance with City Code and Ordinances Staff will ensure properties are maintained in accordance with the city code, promote proactive education on compliance, and address violations effectively and expeditiously. Staff will monitor and enforce property maintenance standards for aging commercial and residential properties to 2025-2026 Goals Page 9 ensure safety, aesthetic appeal, and neighborhood vitality. Staff will promote proactive educational efforts and collaborate with property owners to resolve code violations before resorting to citations. Staff will investigate and enforce regulations related to illegal temporary rental units to ensure compliance with zoning and safety standards. Staff will ensure compliance with signage regulations by enforcing permitting requirements for election signs, temporary commercial signs, and special event permits. Key 1 - Service, Key 2 - A Great Place to Live Manage City and EDA-Owned Properties Staff will effectively manage and maintain City/EDA-owned properties, with a particular focus on the Education Partnership Building (Ed. Bldg.). Staff will work with the Public Works, Finance, and other departments (as needed) to evaluate and determine the future management and maintenance operations of City/EDA-owned properties, especially the Ed. Bldg. Staff will ensure the continued management and maintenance of current lease arrangements with McPhail Music School and proactively market leasing opportunities for the vacant Schmitt Music space and other available spaces. Staff will explore and pursue the opportunity to market and sell the Ed. Bldg. to a private entity, ensuring the future use of the property aligns with its educational or compatible uses, considering the adjacent city park and surrounding neighborhoods. Identify and secure funding for necessary renovations to the Ed. Bldg., including (a) new exterior siding; (b) window and door replacements; and (c) roof repairs through grants, partnerships, or capital improvement funding. Key 1 - Service, Key 3 - Business Oriented Encourage Staff Development and Professional Growth Staff will prioritize staff development and professional growth to strengthen the department's capacity and enhance its service to the community, including active participation in key industry organizations, such as American Planning Association (APA), Urban Land Institute (ULI), International Economic Development Council (IEDC), and Economic Development Association of Minnesota (EDAM) to stay updated on best practices and expand professional networks. Support staff attendance at relevant conferences, seminars, and training programs that contribute to professional growth and department capability. Track and support staff progress in completing required continuing education credits for licensing, ensuring all staff meet licensure deadlines. Fill vacant department positions, including the City Planner and Planner I roles immediately. Foster a collaborative and solution -oriented workplace by actively engaging with other city departments to advance and support community development initiatives. Key 1 - Service, Key 3 - Business Oriented, Key 10 - Exceptional Learning Community Development Sustainability Efforts Staff will continue to work with DARTS and MVTA providing quality transit services for residents. Transit -oriented development is encouraged in "suburban intensive" areas, and staff encourages and will meet this demand in facilitating a new workforce housing opportunity on the Gaslight Site. Staff will encourage and require new development and redeveloped areas to provide sustainable site measures, such as rain gardens, 2025-2d2b Goals rage 10 monitored/limited irrigation systems, appropriate landscaping species, bike racks, and EV charging stations. Staff will encourage new housing developments (either single or multi- family) to explore the use of alternative energy sources where feasible. Staff will work with the Planning Commission providing paperless packets for the monthly meetings; and using the department's EV vehicle whenever available for performing department functions such as on -site inspections, attending events, etc. Key 1 - Service, Key 3 - Business Oriented 2025-2026 Goals Page 11 Finance Financial Stability Continue to maintain the City's 'Triple A' bond rating from both Moody's and Standard and Poor's. Collaborate with other departments on implementing the Capital Improvements Program (CIP) software. Improving the aligning of financial resources to proposed projects to help in the prioritization of projects. Work on the issuance of the next series of Capital Improvement Bonds to finance improvements identified in the Central Maintenance Facility space needs study along with fire station improvements and the construction of the new Police Operations Facility. Assist in economic development efforts in the final use of the tax forfeited properties in the Founders Circle area as well as other economic development projects. Work on the issuance of the next series of park facilities referendum bonds to finance the improvements approved by the voters in the fall of 2023. Key 7 - Sustainable Financial Reporting Improvements Continue to participate in the GFOA's Certificate of Achievement program for the Annual Financial Report. The expanded disclosures aids in maintaining and enhancing our credit ratings. Participate in the Popular Annual Financial Reporting program through the GFOA. Improve the interim financial statements for operating departments. Key 1 - Service, Key 7 - Sustainable State of MN Public Safety Aid In 2023, the City received $2,463,493 from the State in one-time public safety aid. A portion of this aid was identified within the 2024/2025 budget. Over the coming year staff will need to report on the planned uses of these funds. The eligible uses of the aid are broad and include many of the public safety purposes but did identify a few non -eligible uses including building construction, remodeling, or other improvements. Key 1 - Service, Key 4 - Safe Replacement of the Utility Billing Software The City is a long-term member of the LOGIS software consortium, and LOGIS has selected "Sprypoint" as the software solution to replace the utility billing software we currently use. The existing software is reaching the end of its useful life for the version LOGIS was on. The replacement offers enhancements to the customer portal and will combine into one package the existing customer usage portal and the online payment portal. Key 1 - Service 2025-2026 Goals Page 12 Completion of Transition in Official Depository With the selection of Old National Bank as the City's official depository, the transition will begin in 2025 which requires updating the various electronic systems linked to the depository account. Key 1 - Sustainable Efficiencies Promote on-line customer portals for the new meter reading system so customers can view their consumption and set alerts and exception notifications. With the drought experienced in the past couple of years, many customers registered for the portal so that they could monitor their own use to help preserve water resources. We will also promote utility billing auto ACH payments, which is our most cost-effective method of processing payments. Key 1 - Service, Key 7 - Sustainable Capital Improvement Plan and Long -Term Financial Plan Continue to develop elements to include in a Long -Term Financial Plan. The 2025-2029 Capital Improvements Plan (CIP) includes a five-year plan for several funds, including the Street and Infrastructure Replacement Fund, Park Facilities Fund, Fire Facilities Fund, Municipal Building Fund, Vehicle and Equipment Replacement (VERF) program, Water/Sewer Utility Fund and Stormwater Utility Funds. The long-term financial planning shifts to the General Fund. In 2024, new software was selected to be used for preparing the CIP and 2025 will seethe implementation of this software. Key 1 - Service, Key 7 - Sustainable Budget Strategies and Improvements Continue to improve the budgeting process by budgeting at the program/business unit level and continue the two-year budget. Work toward implementing requirements of the GFOA Budget Award program. Work with Public Works on monitoring the water and sewer utility rates and the impacts to revenue from installing new water meters over the past two years, while ensuring the rate structure is stable, sustainable, and equitable and balances the consumption demands with the rates charged. Update the review and analysis of existing Tax Increment Financing (TIF) Districts identifying remaining cash flows and available resources. Update the City's policy regarding the use of conduit debt financing for private companies and non-profit organizations. Key 7 - Sustainable Successfully Transition to New Finance Director Due to pending retirement, the City will recruit, hire and transition to a new Finance Director. Key 1 - Service 20z5-202b coals Page 13 Fire Fire Station 1 & 3 Parking Lot Maintenance The parking lot at Fire Station 1 needs to have the cracks in it filled, and the entire lot needs to receive fog and chip seal. The parking lot at Fire Station 3 needs to have some of the curbs replaced to help with water runoff, and the entire lot needs to receive a fog and chip seal. This work will help extend the useful life of both parking lots. Key 1 - Service, Key 4 - Safe Receive and Place in Service Replacement Fire Engine We developed specifications and submitted our order for a replacement fire engine in March of 2024. Delivery is expected in December 2025. Once the truck is delivered, we will invest many training hours with the new truck before it is placed in service and goes on its first emergency run. Key 1 - Service, Key 4 - Safe Transition to Providing Fire Incident Data to NERIS instead of NFIRS The U.S. Fire Administration is leading a national effort to transition the fire service from providing fire data from the outdated National Fire Incident Reporting System (NFIRS) to a new interoperable fire information and innovative analytics platform, known as the National Emergency Response Information System (NERIS). All fire departments must transition to providing data to NERIS by January 1, 2026. Key 1 - Service, Key 4 - Safe Review and Implement New Fire Department Policies and Procedures The fire department will work with Lexipol, a company that has developed comprehensive policies and procedures for public safety agencies. They continuously update these as new standards or laws change both at the state and federal level. Lexipol will assist with integrating our current policies into their online policy management software along with identifying areas where we might want to update them and making suggestions on new policies we might want to implement. We are looking to have this lengthy process completed bythe end of December 2025. Key 1 - Service, Key 4 - Safe 2025-2026 Goals Page 14 Human Resources Onboarding Human Resources along with IT will review current onboarding practices and develop more efficient processes and procedures to ensure a streamlined process for new hires. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Market Compensation Benchmarking Strategy Work continues on this project throughout 2025 to establish if any adjustments are necessary with our current plan. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Staff Training and Development The City supports on -going professional development for our employees. In 2025 a tuition reimbursement program will be researched and reviewed along with a leave donation policy. In a joint effort with the City of Eagan, communications and customer service training will be offered to staff. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Employee Engagement and Wellness An employee committee will be convened to focus on employee engagement, recognition, and wellness. Key 1 - Service, Key 2 - Great Place to Live, Key 6 - Healthy and Active Group Benefits The focus committee on group insurance and city contributions will be expanded to include unrepresented employees. The committee will continue its focus on reviewing and recommending potential changes to the City's group insurance benefits program and City contribution structure. Key 1 - Service, Key 2 - Great Place to Live, Key 6 - Healthy and Active Safety Staff will continue to develop and implement employee safety measures to help ensure a safe workplace for all. A second safety committee will be established to cover departments that are not currently represented on the Parks and Maintenance committee. Key 1 - Service, Key 4 - Safe, Key 6 - Healthy and Active 2025-2026 Goals Page 15 Information Technology Implement Expanded Server Host and Storage Area Network (SAN) Systems The City's primary data storage system for computer servers is reaching its end -of -life. IT has worked with technology partners to architect a replacement system designed to meet the storage, service, and security needs of our various systems and applications. New requirements now include additional segmentation of law enforcement data, which will require further configuration and storage resources. Key 1 - Service, Key 4 - Safe Replace Network Core Switch The City's primary network core switching equipment is reaching end -of -life. IT staff have worked with network services staff from LOGIS to identify and architect replacement equipment designed to meet the enhanced service, availability, and security requirement needs of the city for the foreseeable future. IT staff will work with LOGIS network services staff to configure and deploy the expanded -capability equipment in 2025, enhancing the City's robust computer network. Key 1 - Service, Key 4 - Safe Evaluate Requirements and Options for a New Telephony System The City's existing Mitel phone system has served the telephony needs of the organization for many years but is approaching its end -of -life. As communication needs have evolved in recent years, IT will lead the project to research and identify requirements and potential solutions to replace the current system. New communication methods and cloud -based options present new options to evaluate. Any new telephony system will be pursued with improved capabilities to meet existing and future needs. Key 1 - Service, Key 11 - Technology and Innovation Update and Expand Police Computer Systems The new Police Operations Support Building will require expansion of the City's network, computer and technology systems. IT staff have been involved in the planning of these requirements and will work to implement the hardware in 2025. Additionally, current computer hardware will be replaced or updated within the existing Police Department to maintain security and operational objectives. Key 1 - Service, Key 4 - Safe Implement Unified Mobile Device Management System The City utilizes many computer and technology endpoints, including mobile tablets and smartphones. IT has previously utilized different cloud -based systems to manage and secure these endpoints. Alternate options through Microsoft will provide enhanced, integrated management tools leveraging licensing the City currently maintains. IT staff will transition all mobile endpoints into this cloud -based management tool, which will increase reliability and security of City smartphones and tablets. Key 1 - Service, Key 11 - Technology and Innovation zuz5-Luzo coals Page "lb Liquor Compliance Checks The Apple Valley Municipal Liquor Stores are operated by the City to control the sale and consumption of alcoholic beverages in compliance with Federal and State laws. Our goal is to pass all compliance checks. Key 4 - Safe Profits After the control, we strive to provide the community with the highest possible profit. Each year, the State Auditor's report shows how the metro municipal liquor stores perform. Our goal is to produce a better net profit than the average of metro municipal liquor stores. We continue to focus on capturing the greatest profit available given market conditions. Key 3 - Business Oriented Staff Training We will continue to focus on staff training. It is vital that our employees are aware of store carding policies and State law regarding lawful sales of alcohol, tobacco, and THC products. It is required by the League of Minnesota Cities that all staff members attend an Alcohol Awareness Training course annually. This is done in January or February. Through product knowledge training, Employees will also keep current on knowledge that will assist them in the highest quality customer service possible. Also, we will continue to offer our management team access and certification from the Wine & Spirit Education Trust (WSET). In addition, each Store Management Team is required, at least twice a year, to conduct a full -staff meeting updating their Employees on store policies, conduct, proper customer service, safety, and communication. Our goal is to maintain the highest level of customer experience when shopping in our stores. Key 3 - Business Oriented, Key 4 - Safe Website & Ecommerce Our website has proven successful and allows us to better compete with our market. This professional retail -specific site aligns more with what consumers are accustomed to when seeking information online. The consistently updated website helps us better serve our customers with store announcements, such as tastings and sales events, and information about the history and purpose of our Liquor Stores and how we continually give back to the community. Building off the website, we have established a new online shopping experience. This initiative provides added customer convenience and will help to keep us competitive in the marketplace. This user-friendly Ecommerce feature will allow customers to shop from the convenience of their homes. They will then be able to pick their purchases up at any of our three convenient locations. Key 1 - Service, Key 11 - Technology & Innovation 2025-2026 Goals Page 17 Legislative Staff will continue to work closely with the Minnesota Municipal Beverage Association to monitor new legislative initiatives. In 2025-26, it is possible that Minnesota will face several new proposals that could affect established liquor stores. Key 3 - Business Oriented Transfers Liquor operations are budgeted to transfer $930,000 to the General Fund in 2025. It is proposed that these funds will purchase police & fire vehicles, 800Mhz radios, support Parks & Recreation activities, and Valleywood Golf Course operations. Key 3 - Business Oriented Grants & Sustainability Liquor Operations has applied for a Refrigerant Emission Reduction Grant of up to $20,000 to replace a condensing unit and three evaporators at Store #1 in 2024. We were denied but will continue to be committed to looking at ways in which we can be environmentally conscious with every applicable decision we make. Key 7 — Sustainable Capital Improvements Liquor Store 2 will undergo a limited remodeling to the front entrance and register counter to improve customer service and accessibility. Key 1 — Service, Key 8 - Accessible 2025-2026 Goals Page 18 Parks and Recreation Parks Referendum Projects Work continues with the 2023 Parks Referendum projects. City staff spent a considerable amount of time planning for the following projects that will be started in 2025/2026: 2025 Hayes/Westview Athletic Complex Redwood Park Kelley Park JCRPW Pickleball Complex JCRPW Skate Park Splash Valley Water Park Cobblestone Trail Reconstruction Park ID Signage Belmont Park Carrollwood Park Cedar Isle Park Chaparral Park Delaney Park Duchess Park Greenleaf North Park Apple Valley East Park 2026 Redwood Park Kelley Park AVCC/AVSC Cobblestone Lake Park (SE) Cedar Knolls Park Findlay Park Fred J. Largen Park Hagemeister Park Longridge Park Moeller Park Pennock Park Tintah Park Key 2 - A Great Place to Live, Key 4 - Safe, Key 5 - Parks to Experience, Key 6 - Healthy and Active, Key 7 - Sustainable, Key 8 - Accessible, Key 11 - Technology and Innovation, Key 12 - A Community for a Lifetime Complete Website Optimization As part of the city-wide website redesign initiative, Parks and Recreation staff will collaborate with the Communications Specialist to reconfigure and streamline all related webpages. The goal is to enhance efficiency, improve browsability, and make the website a more effective tool for both the public and staff. This redesign will include the development of a new rental request form for the Community Center and potentially other park facilities available for rent. The updated webpages will prioritize user-friendly navigation, mobile responsiveness, and accessibility to ensure a seamless experience for all visitors. Key 1 - Service, Key 3 - Business Oriented, Key 8 - Accessible, Key 11 - Technology and Innovation, Key 12 - Community for a Lifetime AVCC/AVSC Business Plan Development Developing a business plan for the Apple Valley Community Center/Apple Valley Senior Center involves identifying the specific needs of the community and designing programs that address those needs. Key components include defining the mission, goals, and target demographic, outlining services like fitness classes, social activities, and wellness programs, and estimating the required budget and resources including the staffing necessary to operate the new combined facility. It's also important to establish a sustainable revenue model. A comprehensive plan will also include a timeline for implementation and metrics for evaluating success. 2025-2026 Goals Page 19 Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 7 - Sustainable, Key 8 - Accessible Tree Replacement Following the removal of over 500 ash trees in maintained park areas over the past four years, staff will initiate a multi -year replanting effort to establish a diverse and resilient urban forest. This initiative will enhance canopy coverage, improve ecological health, and strengthen the long- term sustainability of park landscapes. As part of this effort, we will construct and begin utilizing a gravel bed tree nursery to support a portion of the replanting process, promoting healthier root development and improving tree survival rates. Key 2 - A Great Place to Live, Key 5 - Parks to Experience, Key 7 - Sustainability, Key 11 - Technology and Innovation Asset Management Collaborate with City GIS staff, Park staff, and the Parks GIS intern to locate and catalog all park assets. This comprehensive inventory will enhance asset management, maintenance planning, and long-term infrastructure improvements. Additionally, staff plan to begin transitioning from Productive Parks software to Cartegraph to align with existing systems used by Public Works, ensuring seamless integration and improved data accessibility across departments. Key 3 - Business Oriented, Key 7 - Sustainability, Key 11 - Technology and Innovation Natural Resource Management Plan Implementation at Alimagnet Park Begin implementation of the NRMP at Alimagnet Park with assistance from the Natural Resources Department. Key 1 - Service, Key 2 - A Great Place to Live, Key 4 - Safe, Key 5 - Parks to Experience, Key 6 - Healthy and Active, Key 7 - Sustainable Referendum Project Planning and Sustainability Sustainability has been a key focus throughout our planning for 2025 projects and beyond. As we move forward with numerous upcoming initiatives, it's essential that we prioritize sustainability in every aspect of our projects. By keeping sustainability at the forefront, we not only reduce operational costs but also ensure we are responsible stewards of the environment for future generations. Key 1 - Service, Key 3 - Business Oriented, Key 7 - Sustainable Recreation Division Grand Reopening of Splash Valley Water Park Expand rental and service offerings to better accommodate diverse visitor needs, including new Party Package options for groups, special birthday packages, and increased shade rental availability. 2025-2026 Goals Page 20 Enhance traffic flow throughout the park to reduce wait times and improve ease of entry and exit, particularly for visitors with mobility challenges. Additionally, improve emergency exit options by ensuring egress routes are accessible from all sides of the facility, enhancing safety and emergency preparedness. Key 1 - Service, Key 4 - Safe, Key 5 - Parks to Experience, Key 8 - Accessible Inventory and Assign Tiering Levels for Athletic Fields Staff will explore the development of a tiering system for athletic fields to guide upgrades and prioritize amenity requests from user groups. This system will categorize fields based on defined criteria, helping to determine appropriate amenities for each tier. Additionally, it will serve as a tool to ensure equitable distribution of resources and facility improvements across the city and its user groups. Key 1 - Service, Key 5 - Parks to Experience Youth Athletic Association Field Use Guidelines Formalize timelines, deadlines, processes, and expectations for outdoor youth athletic association field use. Key 1 - Service, Key 5 - Parks to Experience, Key 6 - Healthy and Active Build Library of Training Videos Utilizing in-house talent and the cable production team, staff aim to create training videos for part-time and seasonal staff that are presented in user-friendly formats. These resources will support our mission to provide the public with well -run, well -maintained recreational facilities, ensuring consistent and effective staff training. Key 1 - Service, Key 3 - Business Oriented, Key 11 - Technology and Innovation Update Rental Brochure for the Senior & Event Center Work with the Communications Department to update the rental brochure for the Senior & Event Center. The new rental brochure would adequately showcase the facility's rental spaces by creating a more visually pleasing appearance and highlighting our streamlined offerings. Having this updated brochure will allow us to promote and market this facility with the goal of increasing revenue and community use. Key 1 - Service, Key 3 - Business Oriented Valleywood Division Install and Train New Point -of -Sale System Install a new point -of -sale system for both the golf shop and the food and beverage operation in early January and train all relevant staff on its operation prior to opening for the 2025 golf season. Key 1 - Service, Key 3 - Business Oriented, Key 11 - Technology and Innovation Maintain Revenue Per Round Maintain or increase revenue per round to keep up with rising cost of labor and goods. Key 3 - Business Oriented 2025-2026 Goals Page 21 Continued Development of Employees Provide training for Food and Beverage Leads, Pro Shop Supervisors, and Outside Service Supervisor to assist with day-to-day administrative work. The staff members will also assist in inventory controls as well as build a more efficient and effective workplace. Key 3 - Business Oriented, Key 7 - Sustainable, Key 10 - Exceptional Learning Identify Future Leaders With many of our lead employees reaching the conclusion of their education, we will need to identify new employees who can fill those roles over the next several years. Key 3 - Business Oriented, Key 7 - Sustainable, Key 10 - Exceptional Learning Develop and Implement New Access Guidelines for High School Golf Teams Institute new user guidelines for the high school teams that use Valleywood. These guidelines will include updated fee structures, tee time guidelines, and driving range access parameters. Key 1 - Service, Key 3 - Business Oriented, Key 7 - Sustainable Valleywood 50th Anniversary in 2026 With Valleywood having opened all 18 holes in 1976, we will be preparing for the 50th anniversary of Valleywood by planning a few related special events and purchasing some commemorative items for sale and distribution. Key 3 - Business Oriented Arena Division Hayes Arena Naming Rights Staff are working with the consulting firm Front Burner Sports to help us sell the naming rights of Hayes Arena to bring in additional revenue. We will be working with them throughout the year to find the best deal and company to partner with in the hopes of expanding the program to other parks facilities or amenities if successful at Hayes Arena. By creating another revenue source for Hayes Arena, we can help keep costs down for the facility's users. Key 1 - Service, Key 3 - Business Oriented, Key 7 - Sustainable Hockey Day Apple Valley In partnership with our youth hockey associations and the high school hockey teams, we will be planning a day to celebrate hockey in Apple Valley. This will be a one -day event where many Apple Valley and Eastview teams play each other at the Sports Arena while other community - building activities take place throughout the day. We hope to make this an annual event that will also help us celebrate the 50th anniversary of the Sports Arena next year. Key 1 - Service, Key 2 - A Great Place to Live, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 12 - A Community for a Lifetime 2025-2026 Goals Page 22 Apple Valley Sports Arena Improvements Continue to work with ISD 196 and the State Legislature on funding for Apple Valley Sports Arena improvements. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 7 - Sustainable, Key 8 - Accessible, Key 11 - Technology and Innovation Outside Funding/Grants Grant Opportunity Grant Amount Comments 2023 State of MN Bonding $1,410,000 Bonding proceeds received from the State of MN for the inclusive playground at Redwood Park. 2024 Community Project $500,000 Apple Valley received $500,000 in Community Fund Project Funding from the Federal Government, but we ultimately decided not to utilize the funding due to timelines associated with grant requirements and the Redwood Park project timeline. 2024 Mighty Ducks Grant $207,891 Hayes Arena Refrigeration project received Program funding. 2024 MN DNR Trail $250,000 Cobblestone Lake trail reconstruction project Connection Grant received funding. 2025 State of MN Bonding $8,000,000 2025 State of MN Bonding request submitted for the Apple Valley Sports Arena project. 2026 MN DNR Outdoor $350,000 Grant application will be submitted by April Recreation Grant 2026 deadline. If successful, proceeds would be used to help pay for improvements at the splash pad in Kelley Park. 2026 MN DNR Trail $300,000 Grant application will be submitted by March Connection Grant 2026 deadline. If successful, proceeds would be used to help pay for resurfacing of trails in the Apple Valley park system (location TBD). Sustainability Opportunities Apple Valley Family Aquatic Center Solar panels have been installed. Apple Valley Family Aquatic Center Replacement of many of the mechanical systems (lights, pool filters, boilers, furnaces, water heaters) with new higher -efficiency equipment will help reduce usage of natural gas, electricity, and water and production of wastewater. Redwood Solar panels will be installed at Redwood and solar lighting will be utilized in the parking lot and park. 2025-2026 Goals Page 23 Redwood Replacement of the mechanical systems (lights, pool filters, boilers, furnaces, water heaters) with new higher -efficiency equipment saving natural gas, electricity, water, and wastewater. Apple Valley Community Center/Senior Exploring the potential of installing solar panels at Center/Hayes Arena the Hayes Campus buildings (AVCC, AVSC, Arena). Apple Valley Community Center/Senior Replacement of many of the mechanical systems Center/Hayes Arena (lights, boilers, furnaces, water heaters) with new higher -efficiency equipment saving natural gas, electricity, and water. Athletic Lighting Replace existing lighting fixtures with LED fixtures to reduce our electricity usage. Kelley Park Solar panels will be installed at Kelley and solar lighting will be utilized in the parking lot and park. Kelley Park Reuse water from the splash pad for irrigation within the park. Natural Area Improvements in Improve natural/wooded areas throughout the Miscellaneous Locations park system. Water Quality Improvements in Improve water quality on projects completed in Miscellaneous Locations the park system. Hayes Park Arena Replaced R-22 with 513A freon, which is environmentally friendly. Recycle Playground Equipment We can allow non-profit organizations to take down the playground equipment we plan to replace and have it reinstalled in foreign countries. Electric Car Charging Look to install electric car charging stations in some of our parks. 2025-2026 Goals Page 24 Police Increase Individual Community Outreach Efforts As a contemporary Police Department with "service" as a tenet of our mission, department members are committed to connecting with the community even more. The department hosts many community outreach events each year. To supplement this, our staff will conduct individual community outreach efforts each week during their work shift. Key 1 - Service, Key 2 - A Great Place to Live Conduct Scenario Based Active Assailant Training Law enforcement is the first line of defense for the worst possible situations. Realistic training is key to prepare our staff for responding to these extremely difficult situations. Active assailant training is complex and difficult to conduct because of the space and personnel needed to create a real -world training environment. Our department will partner with other agencies to provide this invaluable training to all our sworn staff in 2025. Key 1 - Service, Key 4 - Safe, Key 10 - Exceptional Learning Focus Traffic Enforcement Behaviors that Contribute to Crashes and Fatalities Apple Valley is a community that has many motorists pass through daily. As communities around us continue to grow at rapid rates, so will Apple Valley traffic numbers. In 2025, staff will focus their traffic enforcement efforts on behaviors that contribute most to traffic crashes and fatalities. According to Minnesota Crash Facts, the top four behaviors relating to traffic fatalities continue to be speed, unbuckled motorists, drunk driving, and distracted driving. Key 1 - Service, Key 4 - Safe, Key 12 - A Community for a Lifetime Renew Drug Recognition Evaluator (DRE) Program The Apple Valley Police Department has a long history with the Drug Recognition Evaluator (DRE) program. When the pandemic struck, low staffing numbers and limited class availability reduced our department to no active DRE's. With a return to adequate staffing levels and the legalization of cannabis, the department seeks to train officers as Drug Recognition Evaluators. Key 1 - Service, Key 4 - Safe, Key 10 - Exceptional Learning Police Operations Building Transition The new facility is expected to be completed in summer 2025. Patrol operations will alter the beginning and ending of their shift regimen. Staff will review reporting workflow and equipment needs at the new facility to maximize efficiency. Key 1 - Service, Key 4 - Safe, Key 12 - A Community for a Lifetime Continue Seeking Grant Opportunities The Police Department received grant funding from the Department of Justice for two police officers in 2024. We will continue to search for grant opportunities to improve operations while 2025-2026 Goals Page 25 being aware of the implications for taxpayers. Many grants exist including those relating to recruiting, wellness or technology that can assist with our culture of continuous improvement. Key 1 - Service, Key 4 - Safe Create and Implement Police Leadership Program The mission of the Apple Valley Police Department is to protect our community and improve quality of life through service, education, and enforcement. The department is committed to developing and raising future leaders through many different training opportunities. In 2025, the department aims to create an in-house leadership program targeting the next generation of staff who want to lead programs, supervise, or become subject matter experts on police topics. Key 1 - Service, Key 10 - Exceptional Learning Continue Employee Wellness Initiatives Employee wellness has been a priority in the Police Department for the past several years after our profession saw a dramatic increase in duty disability departures and retirements. In 2023, we implemented specialized mental health support services for employees. We have developed peer support and wellness teams to continue investing in our staff as they work under increasingly difficult circumstances. The department will continue to explore and develop wellness opportunities for our staff to improve and maintain their physical, mental, and emotional health. Key 1 - Service, Key 4 - Safe, Key 10 - Exceptional Learning 2025-2026 Goals Page 26 Public Works Infrastructure Preservation and Expansion Projects The 2025 Capital Improvement Program includes several projects intended to preserve existing infrastructure and expand public streets and utilities to promote economic development. For 2025, the Public Works Department is preparing to cost effectively deliver the following key public infrastructure projects. Johnny Cake Ridge Road (147t" to 140t" Street) 147th Street W and Glazier Avenue Intersection Improvements Improvements 2025 Street & Utility Improvements (V phase of Apple Valley 11th and 12th Additions Electrical Apple Valley Additions Neighborhood) Conversion Phase 1 with Dakota Electric Association Emergency Repairs to Sanitary Sewer in 1401" City Hall Parking Lot Mill and Overlay and Street West Stormwater Improvements 2025 Street Improvements (includes Mill and North Creek Greenway Trail Improvements - Overlays, ADA & Pedestrian Improvements) Eastview Segment Central Village Street Improvements 2025 Micro Surfacing and Crack Sealing Dakota County CSAH 42 Mill & Overlay (1471" St Whitney Pond (KL-P2.1) Storm Water W to CSAH 33) Improvements* Cedar Avenue Mill and Overlay (from CSAH 42 to EVR-P11 Stormwater Pond Improvements* TH 77) with Dakota County Bike & Pedestrian Plan Update* *partially or fully grant funded Key 1 - Service, Key 2 - A Great Place to Live Emerald Ash Borer Shade Tree Management Emerald Ash Borer (EAB) is a non-native invasive insect that destroys ash trees. Since EAB was first found in Apple Valley in 2016, Public Works has seen an increase in the amount of tree devastation in the City. As such, staff plans to continue and build upon the EAB management efforts of 2024 through continued treatments, removals, and replacements. With Council's support, staff has budgeted for the grinding, site restoration, and sidewalk repair of approximately 350 public street boulevard (right-of-way) stumps remaining from 2024's removal efforts. Public Works has a goal of completing all stump grinding and sidewalk repair efforts in 2025. Additionally, further efforts will occur regarding identification and targeted removal of non - inventoried ash trees in unmaintained City parkland and parcels that pose a potential threat to the public. Staff will work with adjoining property owners to increase participation in a new rebate program designed to encourage homeowners to replant trees on their own property in replacement of those lost to EAB. The City will also continue to review ash tree health within City parks to determine if select treatments would be recommended. City staff will provide up to date EAB information to residents through the City website, quarterly newsletter, 2025-2026 Goals Page 27 social media, and residential site visits. Due to the past success of offering discounted pricing to residents to preventatively treat their ash trees, contract renewal and services of a private company will be sought in 2025 for residents to utilize. Natural Resources staff will continue to actively seek to identify EAB infected trees as part of the City's ongoing disease tree management program that has traditionally focused on control of Dutch elm disease and oak wilt. Key 1 - Service Maintain Steps 4 and 5 in the GreenStep Cities Program The GreenStep Cities Program is a voluntary commitment to assist and recognize programs to help cities achieve their sustainability and environmental quality -of -life goals. Launched in 2010, the program has five levels of recognition for city action. Over the years, Apple Valley has reached all five levels in the program, showing our commitment to improving sustainability. Apple Valley achieved Step 1 in 2011, Step 2 in 2012, Step 3 in 2015, Step 4 in 2020, and Step 5 in 2021. To maintain Step 4 and 5, several metrics are tracked including our current vehicle fleet details, biking and walking infrastructure, parkland quantity and access, stormwater management, land use, and efficient LED lighting for our buildings and stoplights, among other categories. These metrics are submitted and recorded as our "Baseline" to achieve GreenStep Cities Step 4. To maintain Step 5 in 2025, the City will need to further reduce impacts to improve our metrics and then report annually for recognition. Staff will research the new Green Steps Gold Leaf Challenge program to determine the merits of joining this program in 2025. Key 2 - A Great Place to Live, Key 7 - Sustainable Implementation of Accela - New Permitting Software In 2025, a key focus for the Building Inspections Division will be the implementation of new permitting software called Accela, replacing LOGIS-PIMS. Accela will streamline processes, improve data accuracy, and our ability to meet regulatory requirements. This will be particularly helpful for compliance on newly adopted legislative requirements, such as cannabis licensing. Staff plans to evaluate the use of Accela's business licensing module to determine if it will be beneficial for City use. The system is cloud -based rather than server -based (LOGIS) which will provide reliable availability for users. Improved reporting functions and potential use of management dashboards are some of the features that are planned to be implemented. Key 1 - Service, Key 4 - Safe, Key 11 - Technology and Innovation Pursue Grant Funding Opportunities in Stormwater, Resiliency, and Traffic Safety. The Engineering and Natural Resources Divisions are actively pursuing grant funding opportunities in stormwater, resilience, and traffic safety. Table 1 shows the current Traffic related grant opportunities, with several more eligible grant opportunities anticipated to be released in 2025. Table 2 shows the current stormwater Capital Improvement Projects and the eligible grant opportunities for each. Table 3 shows potential grants available for Natural 2025-2026 Goals Page 28 Resources enhancements. Table 4 shows potential grant funding through the County RIG grant, which is being pursued at the Times Square Center by the Planning Department to receive funds for improvements to public watermain in conjunction with private development. Key 7 - Sustainable Table 1: Traffic Safetv Grant Opportunities Grant Project Funding Requested Safe Routes To School (SRTS) - Scott Highlands Crosswalk and $306,000 MNDOT Street Improvements Highway Safety Improvement Plan Galaxie Avenue Roadway Safety $2,000,000 (HSIP) - MNDOT/FHWA Improvements Safe Streets For All (SS4A) - Galaxie Corridor Safety $100,000 Min USDOT Improvements Planning Study $10,000,000 Max Safe Streets For All (SS4A) - To Be Determined $100,000 Min USDOT $10,000,000 Max Table 2: Stormwater and Resiliency Grant Opportunities Grant Project(s) Funding Requested Whitney Pond Expansion $1,280,000 Point Source Implementation Greening Park $1,250,000 Grant (PSIG) - MPCA Duchess Park $700,000 Pennock Park $1,600,000 Whitney Pond Expansion $1,400,000 Stormwater Resiliency Grant - Greening Park $1,250,000 MPCA Duchess Park $700,000 Pennock Park $1,600,000 Arby's Pond Expansion Water Storage Grant - BWSR Greening Park $500,000 Max Duchess Park Pennock Park Watershed Based Implementation All Projects are Eligible Varies Fund (WBIF) EVR-P11 Awarded $115,331 EVR-1355 Awarded $209,823 Whitney Pond Expansion Awarded $313,169 Arby's Pond Expansion $750,000 Max Clean Water Fund - BWSR Greening Park $750,000 Max Duchess Park $750,000 Max Pennock Park $750,000 Max Table 3: Natural Resources Grants Grant Project(s) Funding Amount DNR Conservation Partners Legacy Grant Alimagnet Natural Resources Plan Priority 1, Phase 1 Up to $300,000 2025-2026 Goals Page 29 Dakota County Aquatic Invasive Aquatic Plant Surveys and Species Management Treatment for Long and Farquar $7,500 Lakes Legislative -Citizen Commission of Minnesota Resources Varies Varies (LCCMR) Table 4: Other Grants RIG Planning Grant Times Square Feasibility Study $22,000 RIG Project Grant Times Square Public Utility $250,000 Max Improvements Water Treatment Plant - Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS) Treatment The completion of the PFAS feasibility study in 2024 provided information on treatment options and an understanding of what is needed to provide clean, sustainable drinking water. In 2025, it is anticipated that a PFAS treatment option for design will be chosen. As part of the future design, a pilot test at the City's Water Treatment Plant will need to be conducted for the chosen treatment option. Equipment suppliers will test their equipment and determine the best combination and operational practices to meet requirements. The pilot test will provide information on how much energy is needed and what chemicals are needed. This information will ultimately provide a better understanding of the new treatment plant capital and operational costs. Key 4 - Safe, Key 7 - Sustainable Water Treatment Plant (WTP) Expansion Funding In 2025, staff will continue to explore funding and grant options for the WTP expansion. This will include working with Federal and State funding agencies as well as working with our Senators and Legislators. Key 4 - Safe, Key 7 - Sustainable Televise Apple Valley's Reinforced Concrete Pipe (RCP) In late 2024, City staff discovered that a section of RCP sanitary sewer in Apple Valley had deteriorated to a point where it failed. This failure resulted in an emergency repair to the sewer line. To minimize the risk of such a failure in the future, utility staff will work to televise all the City's 84,605 feet of RCP over the next two years. This includes pipe sizes ranging from 8" to 33". Key 4 - Safe, Key 7 - Sustainable 2025-2026 Goals Page 30 Apple lley 2024 ACCOMPLISHMENTS Table of Contents Administration.......................................................................................... 3-4 CityClerk.................................................................................................... 5-6 Community Development....................................................................... 7-11 Finance................................................................................................... 12-14 Fire.......................................................................................................... 15 Human Resources.................................................................................... 16-17 Information Technology.......................................................................... 18-19 Liquor......................................................................................................... 20-21 Parks and Recreation............................................................................... 22-27 Police...................................................................................................... 28 PublicWorks............................................................................................. 29-32 2024 Accomplishments Page 2 Administration Municipal Building Improvements In 2024, the City undertook its largest collective capital improvements projects in its history with projects in Fire, Police, Public Works, and Parks. Administration provided owner's representative services to the Fire and Police projects in 2024. The Fire Station project was completed on -time and under budget. The Police project continues into 2025. Financial tracking services were provided to Parks for the bond referendum projects. Key 4 - Safe, Key 7 - Sustainable Energy Efficiency and Conservation Block Grant (EECBG) Program Staff submitted and the City was awarded a federal EECBG grant for a public electric vehicle charging station at the Central Maintenance Facility (CMF). The work is planned to coincide with the upcoming CMF Building remodeling project and is contingent on the continued availability of the federal grant award. Key 1 - Service, Key 7 - Sustainable Capital Improvements Program (CIP) At the end of 2024, staff began investigating software product alternatives to better and more efficiently manage the annual CIP process. Proposals from qualified vendors were requested and reviewed and a new CIP software product was selected for implementation in 2025. Key 1 - Service, Key 7 - Sustainable Historical Database Expansion The City used volunteer help to scan thousands of photos and newspaper articles in 2024. With much of the scanning complete, work began on labeling and organizing the scanned images so that they are more searchable and identifiable. Key 12 - Community for a Lifetime Successful Launch of Website Optimization Project The project team has been diligently analyzing and proposing enhancements to various elements of our City website. The project is divided into four distinct phases. Phase one began in 2024 and focused on refining the homepage, navigation and layout, dropdown menu, graphic buttons, and footer. Future phases of the project will take place in 2025. Key 1 - Service, Key 3 - Business Oriented Recycling and Collection of Electronics The City continued the Clean-up Day program in 2024. Apple Valley was a test site for a Dakota Valley Recycling Re -Use event because the Apple Valley site is well suited to adding an additional service. The Re -Use event was very successful, allowing more material to be diverted away from landfills. Key 1 - Service, Key 7 - Sustainable 2024 Accomplishments Page 3 Digital Communications Initiatives The City continues to partner with LOGIS (Local Government Information Systems) for fiber management services. Fiber improvement projects continued in 2024, mostly involving connection of water and sewer infrastructure to the City's network. Key 1 - Service Fiber -to -the -Home Service Providers In 2024 two private service providers submitted permits and began work on the expansion of the commercial fiber network in Apple Valley. This is an unregulated but critical service for residents and businesses and, once complete, will provide them with greater provider options in the future. Key 1 - Service, Key 3 - Business Oriented, Key 11 - Technology and Innovation Communications and Video Programming 2024 was a year of transition as we shifted our focus toward creating vertical videos specifically for social media. These videos are typically shorter and quicker to produce, leading to a significant increase in output, from 240 to 332 non -meeting videos. In addition, we launched The Buzz with the Fuzz podcast in collaboration with the Apple Valley Police Department. Capital improvements included the replacement of an editing station and a laptop and repurposing of an old iMac to create a dedicated voiceover station, complete with soundproofing materials, allowing us to record high -quality audio and save it directly to any of our editing stations. Key 1 - Service Continued Participation in Joint Cable Commission The City continues participation in a joint cable commission with the Cities of Farmington and Rosemount. All three cities are seeking to improve their communications outreach in ways beyond video. Staff will continue to explore how the partnership can be expanded to add shared technical service areas like graphic design that are needed by all three cities. Key 1 - Service 2024 Accomplishments Page 4 City Clerk Elections The City Clerk's Office successfully administered three elections in 2024. Polling locations were reserved; election supplies were purchased; and the tabulators, accessible voting equipment, Poll Pads, and ballot boxes were inventoried and tested as required by law. More than 4,000 test ballots were prepared and utilized to ensure the accuracy of our voting equipment. Over 300 election judges were recruited, trained, and scheduled for the 2024 election cycle. In total, election judges and temporary election staff worked 9,623 hours in 2024. Each election judge received at least 3 hours of training, provided by the City Clerk's Office, which covered topics including election law, polling place procedures, equipment use, results tabulation, safety and security, and pollbook operation. Health care outreach judges and head election judges received additional training specific to their expanded job duties. Collaboration was a key element to administering the 2024 elections. The City continued working with Dakota County Elections via a joint powers agreement (JPA) approved in 2023. This was the first major election held under the new JPA. Overall, it led to increased efficiencies, improved voter experience, and faster results reporting. The City Clerk's Office also worked closely with internal departments to ensure appropriate staff training and coverage for the expanded, 18-day direct balloting timeframe. Collaboration between the City Clerk's Office and Police Department helped ensure safe, secure elections for staff, election judges, and voters. The turnout for each election was: • March 5, 2024, Presidential Nomination Primary 0 5,765 votes cast 0 16.28% turnout 0 164 election day registrations 0 753 early and absentee ballots cast • August 13, 2024, Primary 0 4,287 votes cast 0 11.88% turnout 0 88 election day registrations 0 1,010 early and absentee ballots cast • November 5, 2024, General Election 0 32,486 votes cast 0 82.94% turnout 0 2,536 election day registrations 0 16,256 early and absentee ballots cast Key 1 - Service 2024 Accomplishments Page 5 Licensing and Permits Approximately 341 licenses and permits, totaling $223,775, were reviewed, processed, and issued. Public hearings were held for two new alcohol licenses. In addition, the City Clerk's office processed 6 liquor and 2 tobacco violations, totaling $3,600 in civil penalties. Key 1 - Service, Key 4 - Safe Records/Documents/Contracts The Data Practices Policies for Members of the Public and Data Subjects and the inventory of private and confidential data maintained by the City were reviewed and/or updated. Staff responded to more than 277 data requests (not including the Police Department) and over 16,801 documents were scanned and/or filed into Laserfiche. Approximately 54 legal notices were published, mailed, and/or posted as required by law. A total of 25 City Council agenda packets and meeting minutes were prepared and distributed; as well as 166 resolutions, 23 proclamations, and 14 ordinance amendments that were numbered, signed, and filed. Over 204 agreements, contracts, and/or change orders were processed. In addition, six documents were filed and recorded with the County. Key 1 - Service Insurance Claims There were 48 vehicle, property, and general insurance claims filed with the League of Minnesota Cities Insurance Trust. Key 1 - Service Auctions One abandoned vehicle auction was held and one on-line auction to dispose of unclaimed property and surplus City property was also held, resulting in proceeds of $22,373. Key 1 - Service Other Under the direction of the City Clerk, 27 committee members, commissioners, police officers, fire fighters, and elected officials were administered the Oath of Office. Commissioner/Committee Member data was maintained or updated, as necessary, and applications were solicited for vacancies and presented to the Council for action. Lastly, the City Fee Schedule was updated and amended. Key 1 - Service 2024 Accomplishments Page 6 Community Development In 2024, there were 40 land use development applications processed, eight more than in 2023. Staff prepared agendas, agenda packets, and minutes for 16 regularly scheduled Planning Commission meetings, which included 8 public hearings. The following is a breakout of requests considered by the Planning Commission in 2024: Comprehensive Plan Amendments 2 Zoning Ordinance Amendments/Rezonings 7 Conditional Use Permits 2 Subdivision/Preliminary Plats/Final Plats 8 Site Plan Reviews/Building Permit Authorizations 8 Vacations 4 Variances 4 Environmental Reviews(AUAR Update) 1 Interim Use Permits 1 Miscellaneous 2 Sketch Plans 1 Total 40 The following is a list of various accomplishments with projects and developments in 2024: Commercial Developments • Starbucks (7525 - 147th St W.): Approved an amended conditional use permit to relocate an existing menu order board within a previously approved drive-thru lane. • Les Schwab Tires Center (15690 English Ave.): Approved a 16,000 sq. ft. retail auto accessory store with an indoor service area. Construction is expected to be completed by December 2025. • Chick-Fil-A (7480 153rd St W.): Approved a variance for an overhead canopy protection system above the drive-thru lane. • Homshuk & Bodega 42 (6999 152nd St W.): Approved an Interim Use Permit for an outdoor corn roaster for a designated period in 2024. • McDonald's (15460 English Ave.): Approved a new fast-food restaurant with a drive-thru service lane near Health Partners Clinic and Chafin Vet Clinic. Expected opening: late 2025/early 2026. • Apple Valley Technological Park - Orchard Place: Received applications for a large-scale technology park featuring five data center buildings and support structures. Applications will be reviewed in early 2025. Key 3 - Business Oriented; Key 9 - Successful Downtown 2024 Accomplishments Page 7 Institutional Developments • Apple Valley Police Operations Project at 14325 Flagstaff Avenue. Construction of a new 25,000 sq. ft. police operations building began in early 2024, with completion expected in mid-2025. • Cedar Valley Learning Center (ISD 196) at 14420 Glenda Dr. Approved a variance for a secured vestibule entrance. Expected completion: Summer 2025. • Dakota Ridge School - ISD 196: Approved a final plat and easement vacation for expansion and parking improvements. • Apple Valley Highs School Activity Center: Approved an 86,621 sq. ft. addition, with construction beginning in June 2025. • Eastview High School Activity Center: Approved an 84,700 sq. ft. addition, with construction starting in June 2025. • Redwood Park Project. Approved a 5,572 sq. ft. activity center with a pool. Expected reopening: June 2026. • Kelley Park Project. Planning Commission recommended approval of the rezoning of the existing Kelley Park from "PD-739" Planed Development No. 739 to "P" (Institutional); approval of a new preliminary/final plat of Kelly Park; and vacation of a former street ROW and drainage and utility easements. The rezoning, site and building plan authorization and variances will be presented to the Planning Commission and City Council in early 2025. Key 1 - Service, Key 2 - A Great Place to Live, Key 12 - A Community for a Lifetime Residential Proiects • Orchard Place Apartments (NW corner of 157th St. W. and English Avenue). PC considered a Sketch Plan of a proposed 4-story, 128-unit market rate apartment development in Orchard Place, which was later followed up with a separate application for comprehensive plan amendment (land use designation) from "C" Commercial to "HY High Density Residential. • Orchard Path (5400 - 157th St. W.) Approved a 75-unit continuum of care facility. Construction is expected throughout 2025-2026. • Applewood Pointe - Apple Valley 2nd Addition: Approved a preliminary plat and site plan for seven new single-family residential parcels. Key 2 - A Great Place to Live, Key 12 - A Community for a Lifetime Zoning Code/Ordinance Amendments • Cannabis Ordinance. Established zoning regulations and site standards for cannabis businesses. City staff created a new Cannabis Retail Business Buffer Map which is available on the City's website. • Stormwater Management Requirements. Revised City Codes 155 & 152 to align with MS4 (Municipal Separate Storm Sewer System) Permit requirements from the Minnesota Pollution Control Agency. Key 1 - Service, Key 3 - Business Oriented 2024 Accomplishments Page 8 Business Engagement & Economic Development 2024 proved to be one of the busiest years on record for new businesses opening or relocating to the community. In partnership with the Apple Valley Chamber of Commerce, the City participated or assisted with 17 business ribbon cutting events, including: Business Address Date Discover Strength 15730 Emperor Ave 01/04/2024 Wings Credit Union 14985 Glazier Ave 01/25/2024 Pet Supplies Plus 14969 Florence Trail 02/02/2024 Lifeway Chiropractic and Wellness 7300 147th St W 02/08/2024 Chafin Veterinary Clinic 5420 English Ave 04/11/2024 Foss Swim School 14969 Florence Trail 04/16/2024 PahI's Market 6885 160th St W 04/19/2024 Advanced Body Sculpting & MedSpa 7373 147th St W 04/23/2024 Concierge Medicine 7631 145th St W 04/30/2024 Qdoba 15052 Gleason Path 06/11/2024 Daves Hot Chicken 7720 149th St W 06/14/2024 Anytime Puppy Playground 6950 146th St W 06/20/2024 Bricks & Minifigs 7587 148th St W 07/09/2024 Memorial Blood Center 7495 145th St W 07/30/2024 Chase Bank 15580 English Ave 08/13/2024 Health Partners Clinic 15350 English Ave 08/27/2024 Constellation Coffee 14800 Galaxie Ave 10/17/2024 In 2024, the City held a groundbreaking ceremony for the new Police Operations Building on 06/13/2024; and a grand -opening ceremony of the North Creek Greenway Trail on 10/24/2024. On 12/04/2024, several city officials participated in the Minnesota Valley Transit Agency's E-Jest Bus Demonstration Event at 157th Street Park and Ride Station. The Open -to -Business (OTB) Program provided business advising to 33 businesses, including pizza restaurant, indoor pickle ball facility, fish & chips restaurant, bubble tea shop, driving school, salons, daycares, bakery, and grocery market and others. OTB Consultants provided over 398 hours of technical assistance, which equates to approximately 30% of the total hours logged for Dakota County. Key impact metrics: • 70% BIPOC-owned businesses served • 51% women -owned businesses served • 42% of low-income business owners served • Loans facilitated: ✓ $50,000 to a startup bubble tea business ✓ $42,000 to an existing pizza business ✓ $33,500 to a mobile food business 2024 Accomplishments Page 9 • Redevelopment Investment Grant (RIG) Application: Submitted for $25,000 to fund a water utility plan study for Times Square Mall • Environmental Assessments: Phase I Environmental Site Assessment applications were submitted for the Gaslight and Central Village West Sites, funded by Dakota County CDA Key 1 - Service, Key 3 - Business Oriented Code Compliance Activities Over the course of Year 2024, Code Compliance staff responded to a total of 3,234 cases for the year, which is the highest number of cases recorded in the past 10 years. These rising caseloads represent a continual and gradual increase over the past several years. Staff issued two (2) citations and one (1) abatement for 2024. For the year, a total of 5,828 inspections were completed. The number of inspections per case continues to show a slight decrease, which may be in large part due to the increasing number of single inspection cases (right of way sig removal). Even accounting for this, the average number of inspections per case for all non -"right of way sign" cases is 2.32. 2024 Cases by Violation Type ■ Sign Violations ■ Trash Containers ■ Snow/Grass ■ Parking (Junk/3-6/etc) ■ Vehicle/Trailer Parking ■ Flexible Dumpster ■ Nuisance/Noise/Etc ■ Debris Accumulation ■ Property Maintenance ■ Zoning/Animals ■ All Other The downward trend in the average number of inspections per case may also suggest a greater aptitude for compliance among the citizenry, improved process efficiency and/or communication effectiveness by staff. For year overall, the number of signs removed from City owned ROW's or property increased significantly to 1,277 signs. The number of signs has almost doubled each of the last two years. This increase can easily be attributed to the effects of the election year, which typically produce a number of these sign violations. 2024 Accomplishments Page 10 The City maintains a list of vacant properties throughout the community and monitors those at risk of becoming non -code compliant. Over the course of a year, vacant properties may be re- occupied while other properties may become vacant. At the end of 2024, there was a net decrease of five vacant properties in the City. Key 1 - Service, Key 2 - A Great Place to Live, Key 12 - A Community for a Lifetime Staff Changes There were notable staff changes in the department in 2024. Staff hirings, departures and retirements left the department at the end of the year with two key open positions. Recruitment to fill these positions is underway and the department should return to full staffing in Q2 2025. Key 1 - Service 2024 Accomplishments Page 11 Finance Financial Stability The City of Apple Valley currently carries a Aaa Credit Rating from Moody's Investors Services and an AAA Credit Rating from Standard and Poor's. This is the strongest credit rating possible and represents the culmination of a multi -year effort to earn this distinction. Moody's and Standard and Poor's conducted a credit review of Apple Valley associated with the 2024 Facilities Capital Improvement Bonds and the 2024 Park Referendum Bonds. The outcome of that review affirmed the City's top financial ratings by both agencies. Over the next few years, Moody's and Standard and Poor's will be conducting credit reviews associated with the upcoming bond issues. Key 1 — Service, Key 7 - Sustainable Financial Reporting Improvements The City received the Government Finance Officers Association (GFOA) Certificate of Achievement of Excellence in Financial Reporting award for the F/Y 2023 Comprehensive Annual Financial Report, the thirteenth consecutive award received. The expanded disclosures aid in maintaining and enhancing our credit ratings. Key 1 — Service, Key 7 - Sustainable Federal Reporting for Federal Assistance In 2021 and 2022, the City received $5,647,258 in State and Local Recovery Funds under the American Rescue Plan Act directly from the Federal Government. As of the end of 2024, these federal funds are fully expended in accordance with the amended spending plan adopted by the City Council on August 8, 2024. The accounting system has been set up for properly tracking and obtaining approvals of eligible expenditures which lead to the eventual reporting to the Federal Government. Key 1 — Service, Key 7 - Sustainable Long Term Financial Plan Steps have been taken to include five-year budget analyses for several funds in the annual Capital Improvements Plan. These funds include the Street and Infrastructure Replacement Fund, Park Facilities Fund, Fire Facilities Fund, Municipal Building Fund, Vehicle and Equipment Replacement (VERF) program, Water/Sewer Utility Fund and Stormwater Utility Funds. Key 1 — Service, Key 7 - Sustainable Capital Improvement Plan Request for Proposal Completed In late 2024, a request for proposal process was conducted for selecting software to be used for Capital Improvements Program. A software named "Plan -It!" was selected and the implementation will begin in 2025. Key 1 — Service, Key 7 - Sustainable 2024 Accomplishments Official Bank Depository Request for Proposal Completed In late 2024, a request for proposal process was conducted to select the City's official bank depository. Following the process, Old National Bank was selected and the conversion/implementation process will begin in 2025. Key 1 — Service, Key 7 - Sustainable Utility Meter Replacement Over the past three years, finance staff has participated in the water meter conversion program, with the utility billing clerks working extensively with water meter provider Mueller, Inc., in processing the meter electronic data transfers. As of year-end, all but a few have been installed and configured in the utility billing software. Key 1 — Service, Key 11 - Technology and Innovation Enhance Customer Service Water Smart Customer Portal The utility metering system installed over the past couple of years provides the ability to monitor usage alerts and contact customers about potential leaks on their property. We have received numerous positive comments from customers about the ability to identify and notify them about the potential leaks. In recent years we have made significant progress in the implementation of the WaterSmart customer portal to provide the customer with the ability to tailor the alerts to their own account. As of year-end 2024, 5,751 customers have registered, representing approximately 34%, in the WaterSmart customer portal. Staff continue to encourage customers to sign up for the on-line customer portal via direct emails to unregistered customers and also in phone conversations when customers call with questions about their water consumption. Those making on-line payments via the website are also notified of the opportunity to access the WaterSmart customer portal. The WaterSmart portal provides the ability to send usage alerts to customers in a timely manner. Over the past year 4,267 alerts have been sent to our customers and these leak alerts have saved significant amounts of water. The alerts also included several "burst" alerts (use over 20 gallons per hour for 15 hours) indicating broken pipes. In several cases these have prevented more significant water damage to our customers' homes. In 2024, 656 burst alerts were sent to residential customers. Some of the higher amounts include one property that used 1,445 gallons per hour, and 135,000 gallons prior to being fixed, along with another that used 222 gallons per hour and 169,000 gallons prior to being fixed. The WaterSmart portal estimates that over 25 million gallons were lost to leaks during 2024 for residential accounts, of which 5.3 million gallons were related to accounts experiencing burst alerts. The WaterSmart system has and will continue to encourage the wise use of drinking water and helps in our overall water conservation efforts. Key 1 — Service, Key 7 - Sustainable 2024 Accomplishments Page 13 Online Electronic Utility Billing System - 2024 continued to see additional efficiencies in the utility billing process with the enhanced capabilities of the on-line utility billing payment system offered through InvoiceCloud. The offering includes the ability for e-Checks, pay by phone, and pay by text. In 2024, we received approximately 78% of customer payments electronically, compared to 2023's 75%, and over double what was experienced in 2010 prior to the City offering online payments. We have also expanded the customer participation in the Auto Pay feature helping to ensure timely payments. As of year-end, 38% of our customers are enrolled in the Auto Pay feature, the most efficient and cheapest option. We currently have 4,995 customers receiving electronic utility bills, which continues to grow and adds to the overall efficiencies. With these improvements to the online system, additional efforts will be made to expand this use and gain additional efficiencies. The customers receiving electronic bills result in savings by avoiding the printing and mailing of bills, our online payment providers estimate savings of $21,860 in 2024 with the electronic billing option. These customers are also likely to pay electronically resulting in time savings. Key 1 - Service Vendor Electronic (ACH) Payment - During 2024, we continue to expand the participation in the provision of the electronic payment service as an internal process utilizing the LOGIS A/P system. Since the changeover in May 2019, we have quadrupled the number of vendors enrolled. Electronic vendor payments are more efficient than the paper checks issued previously by avoiding payments lost in the postal service and results in a more efficient reconciliation process with no outstanding or lost checks. Number of vendors enrolled Number of payments made Dollar amount of payments (in millions) Key 1 — Service, Key 7 - Sustainable 297 402 468 493 537 569 931 2,241 2,374 2,432 2,638 2,835 $16.5 $24 $23.5 $28.7 $29.6 $38.5 2024 Accomplishments Page 14 Fire Completed Construction of Fire Station 2 Throughout 2024, the Fire Department worked with CNH Architects and Terra Construction to replace Fire Station 2. The department transitioned into the new space in June 2024 which then allowed for the remainder of the old station to be demolished. Construction was completed and the official ribbon cutting ceremony was held in September 2024. Key 1 - Service, Key 4 - Safe Trained and Placed in Service Replacement Aerial Ladder Truck The aerial truck ordered in October of 2021 was delivered in January 2024. The Fire Department invested many training hours teaching firefighters how to operate the truck before it was placed in service in May 2024. Key 1 - Service, Key 4 - Safe Replaced Assistant Fire Chief Squad The squad for one of our Assistant Fire Chiefs was replaced. We added newer technology that controls the emergency lights, allowing for the dimming and synchronization of the flashing lights on an emergency scene. This reduces distraction and makes it safer for other drivers. Key 1 - Service, Key 4 - Safe Replaced HVAC Equipment at Fire Station 1 Some of the heating equipment at Station 1 (on the Allina ambulance side of the building) was original to when that part of the building was expanded in 1990. This obsolete mechanical equipment was replaced with new, energy -efficient HVAC equipment. Key 1 - Service, Key 4 - Safe Moved to Electronic Equipment Checks The Fire Department was completing its required weekly equipment checks (SCBA, trucks, medical bags, etc.) on paper. In 2024 we moved to an electronic system. This created an easier method of ensuring the checks were completed and the system notifies staff if anything needs to be repaired or serviced. The new system has substantially cut down on paper use. Key 4 - Safe, Key 7 - Sustainable, Key 11 - Technology and Innovation 2024 Accomplishments Human Resources Recruitment and Hiring Fifty-five full-time, part-time, and paid -on -call fire recruitments were conducted. A total of 1,475 applications were processed for these vacancies and 31 employees were hired or rehired and 27 were promoted or transferred. In terms of casual (seasonal/variable-hour) recruitments, 42 were conducted. A total of 1,236 applications were processed for these positions and 298 employees were hired or rehired. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Personnel Policy Development and Implementation Personnel policies were reviewed and updated to comply with recent changes to federal and state statutes. Paid Family Leave continues to evolve and will be monitored into 2025. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Market Compensation Benchmarking Strategy In 2024 staff worked with the Abdo consulting firm to conduct a market compensation benchmarking study. The consultant presented an update on the project to the Council in early 2025. Staff will continue to review the data and will recommend adjustments as needed to remain competitive in the labor market. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Reporting and Compliance Required reports and surveys were completed and submitted, including financial and workers' compensation audits and any reports and data requested in relation to those surveys. Federal DOT drug/alcohol testing and reporting program was administered. Required reporting for the Affordable Care Act was completed and form 1095-C was sent to all employees who received group insurance coverage during the year, with Form 1094-C recapping the information for filing with the Internal Revenue Service. First Reports of Injury were filed for workers' compensation claims and OSHA 300 logs were maintained, posted, and submitted. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime Payroll 2024 year-end balancing, processing, and reporting were completed. W-2 forms were produced and distributed. Paychecks and direct deposits were issued for 952 employees. Ongoing tracking and reporting of hours were completed to ensure staff management remains in accordance with City expectations under the Affordable Care Act. Key 1 - Service, Key 2 - Great Place to Live, Key 12 - Community for a Lifetime 2024 Accomplishments Benefits and Wellness Annual benefits open enrollment was conducted and a voluntary flu vaccine clinic was hosted for all employees. Key 1 - Service, Key 2 - Great Place to Live, Key 6 - Healthy and Active Safety and Occupational Health Staff served as advisors to the Central Maintenance Labor/Management Safety Committee. Initial and refresher OSHA safety training was completed. Key 1 - Service, Key 4 - Safe, Key 6 - Healthy and Active Staffing Challenges With the resignation of the Human Resource Manager in October 2024, current Human Resource staff were tasked with being resourceful in executing tasks and projects typically completed by the previous HR Manager. They successfully rose to the challenge by covering committees, managing the open enrollment process, completing annual reporting requirements, managing staff recruitment, participating in the safety kick-off, and many other projects. Key 1 - Service, Key 2 - Great Place to Live, Key 7 - Sustainable Budget, Pay Plan, and Labor Relations Data was provided to the Finance Department for preparation of the annual labor budget. Market wage benchmarking data was collected. The annual Pay and Benefit Plan was prepared and administered. Staff served on the AFSCME Labor/Management Committee. Key 1 - Service, Key 2 - Great Place to Live, Key 7 - Sustainable 2024 Accomplishments Page 17 Information Technology Implemented Managed Detection and Response Security Platform Computer and network security remains critically important for City operations. Recently, the State of Minnesota announced a managed detection and response (MDR) solution available at a reduced cost using funding from the State and Local Cybersecurity Grant Program (SLCGP). This solution provides world -class endpoint protection, alerting, and mitigation services utilizing a 24/7 real-time monitoring program. IT staff completed the adoption and implementation of this enhanced security platform for City computers and servers in 2024. Key 1 - Service, Key 4 - Safe Incorporated Unified Identity and Access Management System for Cloud Applications The City's operations rely on a variety of software applications and services, many of which utilize separate identity and credentials for authorization and access. Requiring multiple login or access credentials for various systems can have an undesired impact on employee productivity and security. IT made significant strides in 2024 to consolidate and improve identity and access management (IAM) across our varied systems by leveraging single sign -on (SSO) in conjunction with our Microsoft Entra ID -connected identities using multi -factor authentication (MFA) capabilities. Key 4 - Safe, Key 11 - Technology and Innovation Expanded Adoption of Microsoft Cloud -Based Applications As software solutions expand to offer flexibility, productivity, and management improvements for employees, many of these systems are migrating to the cloud. The 2024 hiring of an IT Systems Architect with cloud architecture experience helped the IT division to further implement Microsoft cloud -based applications, including Entra ID, Exchange Online, and promote the use of the latest Microsoft M365 apps. IT will continue to enable and promote additional cloud - connected solutions, such as Teams, SharePoint, and OneDrive to further drive productivity enhancements. Key 1 - Service, Key 11 - Technology and Innovation Upgraded Operating Systems to Windows 11 Most of the City's desktop and laptop computers utilize Microsoft Windows. Windows 10 has been a stable and secure operating system for many years; however, Microsoft will end support on this operating system in the fall of 2025. IT staff worked to transition most of these computers to the latest operating system, Windows 11. This was accomplished through both in -place upgrades, as well as the deployment of new computers to replace end -of -life PCs. Key 1 - Service, Key 4 - Safe Architected Expanded Server Host and Storage Area Network (SAN) Architecture As utilization and requirements have evolved for the City's internal server and storage environment, IT staff have worked to identify expanded hardware options to accommodate these 2024 Accomplishments Page 18 increased needs and additional security requirements. New server host hardware and two SANS were identified and procured to securely handle the expanded requirements and are scheduled to be implemented in 2025. Key 1 - Service, Key 4 - Safe 2024 Accomplishments Page 19 Liquor Compliance Checks All three stores passed all alcohol, tobacco, and THC compliance checks in 2024. In an on -going effort to monitor the carding proficiency within the Liquor Operations, staff successfully moved to a new process that involves carding everyone and scanning their IDs to unlock the registers to start each transaction. Key 4 - Safe Sales 2024 posted sales of $11,087,408 from 405,973 customers. This represents a 2.8% increase in sales and a 0.8% increase in customer count over 2023 total. Store #1 bounced back well after the down year in 2022 due to construction of the Time Square Shopping Center during the last quarter of that year. THC beverages had a big impact on our sales in 2024. Sales were $596,709 (5.38% of sales). Without THC products selling we would have been down for the year, as THC has pulled sales away from other categories we sell. National statistics show that beer is the most impacted category where THC products have been legalized, and that has been our experience as well. Wine sales have also been in decline for the last 8 years and reflect a national trend. This is part of a national change in consumer preferences regarding alcohol consumption. The younger legal drinkers are drinking less alcohol as a whole and THC is an alternative that has become very popular now that it has been legalized in many states. Store 2023 Sales 2024 Sales +/- 2023 Customer Count 2024 Customer Count +/- 2024 Average Sale 1 $4,716,327 $4,780,348 +$64,021 190,392 188,520 - 1,872 $25.35 2 $1,918,623 $1,989,484 +$70,861 86,442 88,277 + 1,835 $22.53 3 $4,147,436 $4,317,576 +$170,140 125,905 129,176 + 3,271 $33.42 Total $10,782,386 $11,087,408 +$305,022 402,739 405,973 + 3,234 $27.31 Key 3 - Business Oriented Profits Annually the Minnesota State Auditor releases the annual Analysis of Municipal Liquor Operations Report. The most current report is for 2023 and a portion of the report compares metro -area off -sale city liquor store operations. Apple Valley Liquor had a net profit of $726,325 or 6.7% of sales (Metro avg. 5.6%). Our net profit percentage was the 7t" highest in percentage (behind Eden Prairie, Farmington, Fridley, Mound, Richfield, and Savage) and 4' in dollar amount (behind Eden Prairie, Lakeville, and Richfield) of all off -sale metro -area city liquor operations in 2023. The same report lists our gross profit at $3,198,597 or 29.7% of sales (Metro avg. 27.9%). Our gross profit percentage was the 3rd best performance (behind Eden Prairie and Edina) of all off -sale metro -area city liquor store operations in 2023. Key 3 - Business Oriented 2024 Accomplishments Page 20 Staff Training In January -February, our entire staff passed the mandatory online server training called Selling Alcohol Legally Effectively Safely (S.A.L.E.S.) facilitated by the Minnesota Licensed Beverage Association. In July, all employees also completed the mandatory Certified Alcohol Sales Training (C.A.S.T.) course. All employees attended the required wine product tasting training courses conducted by our Wine Specialist. Also, our Wine Specialist completed, passed, and was certified by Wine & Spirits Education Trust (WSET) Level 2 in wine at the Vine Lab Wine & Spirits Academy. In addition, each store management team conducted two full -staff meetings (March & October) updating their Employees on store policies, conduct, proper customer service, safety, and communication. Key 3 - Business Oriented, Key 4 - Safe Website & E-Commerce Our consistently updated website helped us communicate better with our customers and compete in our market. This professional retail -specific site aligns us more with what consumers are accustomed to when seeking information. Our e-commerce initiative continues to provide our customers with added convenience of ordering ahead and either getting their prepared orders brought out to them curbside or available to streamlined in-store pick-up. The e- commerce site is conveniently linked to our website. Key 1 - Service, Key 11 - Technology & Innovation Legislative In terms of legislative action related to municipal liquor stores, 2024 was relatively quiet. We will continue to monitor liquor -related legislation and work with the Minnesota Municipal Beverage Association and the Minnesota Licensed Beverage Association to keep City Administration and the City Council informed of potential legislation. Key 3 - Business Oriented Transfers For 2024, Apple Valley Liquor transferred a total of $885,000 to support City operations. This transfer included $735,000 to the General Fund and $150,000 to the Valleywood Special Revenue Fund. These transfers purchased Six Police Vehicles, a CSO Pickup Truck, and supported Parks & Recreation activities, and the Valleywood Golf & Event Center. Key 3 - Business Oriented 2024 Accomplishments Page 21 Parks and Recreation Parks Division Maintenance Team Leadership Succession Our maintenance team completed a leadership transition after six long-time employees retired within the last 18 months. Those six retirees held a total of 189 years of experience between them. Our new leadership team has a collective 71 years of experience and are all "internal" promotions, which is a testament to the quality of employees we have in our department. Key 1 - Service, Key 4 - Safe, Key 7 - Sustainable Parks Amenity Plan Staff conducted a comprehensive evaluation of playgrounds, tennis courts, and basketball courts within the park system, assessing their condition, proximity to similar amenities, and replacement costs to develop the Parks Amenity Plan. This plan is designed to guide the strategic replacement and enhancement of park amenities over the next five years. To ensure the plan reflected community priorities, staff launched a robust public engagement initiative, gathering input from residents on proposed park improvements. This included hosting public meetings in all 50 parks and collecting feedback through Social Pinpoint. Based on this valuable input, the Parks Amenity Plan was revised and officially approved in December 2024. Implementation of the Parks Amenity Plan will begin in 2025, with a continued focus on meeting the evolving needs of the community. Key 2 - A Great Place to Live, Key 4 - Safe, Key 5 - Parks to Experience, Key 6 - Healthy and Active, Key 8 - Accessible Park Referendum Projects The Hayes Park refrigeration project was completed in early 2024. Additionally, construction on the Apple Valley Family Aquatic Center started in October, and the facility will be renamed Splash Valley Water Park when it reopens in June 2025. City staff spent a considerable amount of time planning for the following projects that will be started in 2025: Hayes/Westview Athletic Complex Redwood Park Kelley Park JCRPW Pickleball Complex JCRPW Skate Park Splash Valley Water Park Cobblestone Trail Reconstruction Park ID Signage Belmont Park Carrollwood Park Cedar Isle Park Chaparral Park Delaney Park Duchess Park Greenleaf North Park Apple Valley East Park Key 2 - A Great Place to Live, Key 4 - Safe, Key 5 - Parks to Experience, Key 6 - Healthy and Active, Key 8 —Accessible 2024 Accomplishments Community Center Customer Kiosk A new public -access computer kiosk has been installed at the Apple Valley Community Center to make it easier for customers to register for Parks and Recreation programs. Instead of guiding customers through the registration process on their personal devices, staff can now assist them directly at the kiosk, providing more thorough support. This enhancement reduces congestion at the Community Center's single point -of -sale (POS) station and improves the overall customer experience. Key 1 - Service, Key 8 - Accessible, Key 11 - Technology and Innovation Alimagnet Park Natural Resource Management Plan Parks & Recreation staff collaborated closely with Natural Resources and Dakota County staff to develop a Natural Resource Management Plan for Alimagnet Park. Throughout the planning process, we engaged residents and stakeholder groups to ensure clear communication of the plan's goals and foster a strong understanding of its implementation strategies. Key 2 - A Great Place to Live, Key 5 - Parks to Experience, Key 7 - Sustainable North Creek Greenway Segment Completion In collaboration with Dakota County and the Public Works Department, a segment of the North Creek Greenway was completed, extending from 155th Street to 160th Street and passing through Quarry Point and Cobblestone Lake Parks. While construction caused some temporary disruptions for regular park users, the result significantly enhances connectivity and accessibility within the park system. Key 5 - Parks to Experience, Key 6 - Healthy and Active, Key 8 - Accessible Volunteers, Tree Trust, and Eagle Scout Projects In 2024, a dedicated group of approximately 200 volunteers from Wings Financial once again assisted with invasive willow removal along the shoreline of Cobblestone Lake. The group also contributed by weeding and mulching flower beds and applying mulch around trees. Park Maintenance staff supported an Eagle Scout project at Cobblestone Lake Park, where the scout constructed and installed two bat houses in the natural areas on the west side of the lake. Additionally, in partnership with Natural Resources, Park Maintenance supported resident efforts during two "buckthorn busts" at Alimagnet Park. Volunteers helped remove invasive buckthorn and treat the stumps, while maintenance staff followed up in the fall by planting native grasses in the cleared areas. We are proud to report that 100% of our parks were adopted in 2024. These dedicated citizens, families, groups, clubs, and businesses play a vital role in helping the Parks Department keep our parks clean and safe. Park Maintenance continued its long-standing partnership with the non-profit organization Tree Trust. In 2024, the Tree Trust crew renovated planting beds near the Cobblestone Lake South playground, removing overgrown shrubs and damaged edging. They enhanced the area with a 2024 Accomplishments new landscape block border and introduced pollinator -friendly plants, improving both the aesthetics and ecological value of space. Key 5 - Parks to Experience, Key 7 - Sustainobility, Key 10 - Exceptional Learning Recreation Division Continued Growth in Adult Volleyball Offerings Through strategic marketing, optimized scheduling, and the implementation of a "free agent" registration process, staff achieved a 13.9% increase in adult volleyball team participation and a 33.8% growth in overall volleyball revenue compared to the previous year. These offerings include seasonal leagues, various tournaments, and clinics, with 181 participants enrolled in clinics alone. This growth is especially significant as other adult sports are experiencing a decline in popularity, highlighting the staff's proactive efforts to adapt to evolving recreational trends. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active Apple Valley Community Center (AVCC) Gym Use on Holidays and Non -School Days In 2024, open gym programming during ISD 196 non -school days was expanded and prioritized, providing Apple Valley youth with a safe, active space during their time off from school. Staff built on the success of this initiative to standardize non -school day schedules going forward. A monthly Open Gym flyer, highlighting non -school day activities, is now prominently displayed at the Community Center. The community's feedback and turnout have been overwhelmingly positive. Key 1 - Service, Key 6 - Healthy and Active 5v5 Basketball League Collaboration with Eagan Parks & Recreation In winter 2024, Apple Valley and Eagan Parks & Recreation staff launched collaborative basketball leagues to better serve the community. Previously, both cities had competing Wednesday evening leagues, with Apple Valley's league consistently hosting only 5-6 teams in recent years. After the collaboration, the leagues saw a significant boost, with a total of 27 teams participating across two leagues: one on Wednesday at the Eagan Community Center and another on Sunday at the Apple Valley Community Center. This success continued into the spring season, with 20 teams joining across both communities. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active Addition of a Parks and Recreation Intern The Parks and Recreation Department successfully rebuilt and launched a multifaceted internship program for the first time in fifteen years. The intern had the opportunity to assist in and gain experience across a variety of areas, including adult sports, senior programs, special events, maintenance, marketing, youth sports, and referendum efforts. Building on this success, the department is offering the internship again for the summer of 2025. Key 3 - Business Oriented, Key 10 - Exceptional Learning New Educational Presentations and Additional Trips and Tours. In 2024, we offered exciting new presentations for seniors, including a relative of Amelia Earhart sharing stories, talks by published authors, a nurse who served in Vietnam, an Apple Valley Police officer on scams, and a Dakota County Recycling representative on decluttering. After COVID, we 2024 Accomplishments Page 24 successfully resumed independent Trips and Tours, which seniors are enjoying. Notable trips included attending The Jason Show taping, a Stillwater Trolley Tour, Million Dollar Quartet at the Old Log Theater, White Christmas at Chanhassen, and a holiday light tour in La Crosse. Key 1 - Service, Key 10 - Exceptional Learning New Fitness and Wellness Experiences for Apple Valley Seniors. Two new exercise classes were added to the Seniors' calendar: Chair Pilates and Core and Cardio. The Core and Cardio sessions are led by a volunteer instructor, while Chair Pilates is guided through a DVD projected on screen for seniors to follow along. Both classes meet once per week. The response to these new options has been overwhelmingly positive, with many seniors incorporating them into their regular routines alongside other classes like Morning Stretch and Drum Fit, all available for free with their membership. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active Pilot Family Nights/Tots Swim Time at the Aquatic Center and All -Male & All -Female Swims/Adult Swim Lessons at Redwood Pool Additional swim opportunities were offered at the Aquatic Center during morning and evening Water Walking sessions. By utilizing areas that are not in use, we provided more access for families with very young children in the morning. Select evening sessions also allowed families to continue using the Leisure Pool during Water Walking hours. At Redwood, we introduced adult swim lessons and designated evening times for all -female and all -male open swims with gender -specific staffing. These offerings were designed to create a comfortable setting for individuals, whether for reasons of faith or personal preference, who wished to swim in a single -sex environment. The goal was to increase attendance, expand community outreach, and boost revenue. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 8 - Accessible, Key 12 - A Community for a Lifetime Valleywood Division Maintain Revenue Per Round In response to rising labor and material costs, Valleywood Golf Course increased revenue per round to maintain financial sustainability. This adjustment, coupled with increased staff efficiency through cross -training, ensures we remain as cost-effective as possible while upholding the high level of service Valleywood is known for. The revenue per round rose from $52.78 in 2023 to $54.13 in 2024. Key 3 - Business Oriented New Point -of -Sale System In 2024, staff drafted a Request for Proposals, solicited and scored proposals, and selected a new vendor for the new point -of -sale system, which will serve both the golf shop and the food and beverage operation. The proposal was successfully presented and approved by the City Council and the new system is now operational. Key 1 - Service, Key3 - Business Oriented, Key 11 - Technology and Innovation 2024 Accomplishments Alcohol Compliance Checks We provided mandatory compliance training for all service staff over the age of 18 and passed all compliance checks throughout the season. Key 1 - Service, Key 4 - Safe Grew Driving Range Revenue With the opening of the redesigned and rebuilt driving range tee area, cart parking, and on -range targets, we saw an increase in driving range revenues of more than 35%. The new range ball dispensary machine also contributed to a steady rise in ball purchases, with nearly 40% of range ball transactions now being made via credit card at the ball machine. Key 3 - Business Oriented, Key 7 - Sustainable, Key 11 - Technology and Innovation Created Long -Term Capital Improvement Plan Staff developed a Capital Improvement Plan for all Valleywood needs not related to equipment. Key 3 - Business Oriented, Key 7 - Sustainable Staff Development Our lead employees took on additional responsibilities within the food and beverage operation, including serving as the primary day -of event contact for clients renting our meeting room space. Key 1 - Service, Key 3 - Business Oriented, Key 7 - Sustainable New Golf Car Fleet Valleywood purchased a new fleet of 60 electric golf cars. Due to the last few years of operational profits, we were able to use some of the accrued capital to purchase the new fleet outright. By purchasing them before the end of December 2024, we received nearly $25,000 in rebates and will be saving approximately $40,000 in interest charges that we would have paid over the term of a five-year lease agreement Key 1 - Service, Key 3 - Business Oriented, Key 7 — Sustainable Arena Division Successful completion of the Hayes Refrigeration Project We successfully completed the replacement of the Hayes Arena refrigeration system, rink floor, dasher boards, and mechanical systems in time for summer ice use. This marked the first major project of the 2023 Parks Referendum, and staff and our customers are thrilled with the results. With the updated systems in place, we have already seeing increased efficiency, which is expected to continue as we move forward. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 7 - Sustainable, Key 8 - Accessible, Key 11 - Technology and Innovation Arena Laser Level In September, we added a laser level to the Olympia ice resurfacer at Hayes Arena. This tool measures the ice level and automatically raises and lowers the cutting blade on the Olympia. The installation process included mounting a site level to the wall near the player benches and retrofitting the Olympia blade control from manual to electric. The laser level has greatly reduced 2024 Accomplishments ice maintenance time from three to four times per week to once a week. In addition to saving staff time, the laser level has increased our energy efficiency by maintaining a consistent depth of ice across the entire ice surface. We are very excited to have this laser level help us maintain a great sheet of ice for our users year-round. Key 1 - Service, Key 3 - Business Oriented, Key 7 - Sustainable, Key 11 - Technology and Innovation Pinnacle Academy Hockey School We worked with Pinnacle Academy throughout the year with the hope they would start their hockey -focused school in the fall. Unfortunately, Pinnacle Academy was unable to get enough students needed to open the location at the Apple Valley Community Center. Key 1 - Service, Key 3 - Business Oriented, Key 6 - Healthy and Active, Key 8 - Accessible, Key 10 - Exceptional Learning 2024 Accomplishments Page 27 Police Developed and Hosted In -House Crisis Intervention Training (CIT) Program Sworn members of the department attended a full day of CIT training hosted in-house. Classroom instruction included a medical psychologist and scenarios with professional actors, allowing staff to practice their crisis intervention skills. Key 1 - Service, Key 4 - Safe, Key 10 - Exceptional Learning Increased and Focused Enforcement Efforts in Downtown Area Officers made 2,285 traffic stops in the downtown area. Extra patrols were conducted at transit stations and businesses typically targeted for theft. In addition, 395 arrests were made in our downtown area throughout the year. The top 5 arrest reasons were: theft (68%), DWI (14%), trespassing (8%), false name (6%), and disorderly conduct (4%). Key 4 - Safe, Key 9 - Successful Downtown Hosted Quarterly Volunteer Opportunities for Police Staff Police employees participated in numerous volunteer opportunities throughout the year including Feed my Starving Children, Tip a Cop, Cool School Polar Plunge, Cop on a Rooftop, and the Special Olympics Torch Run. As always, staff members also served their communities in many ways through coaching, mentoring, and assisting with youth sports teams, scouting, and church groups. Key 1 - Service, Key 2 - A Great Place to Live, Key 12 - A Community for a Lifetime Awarded Community Oriented Policing Services (COPS) Grants Two COPS hiring grants were applied for and awarded totaling $250,000 in federal grant funding in connection with our long-term staffing plan. Key 1 - Service, Key 4 - Safe Evaluated Potential Partnership in Regional Public Safety Training Facility The Police Department has expressed interest in partnering with the Lakeville Police Department on their regional public safety training facility. We are awaiting a formal proposal which will allow us to better evaluate the costs and benefits of participation in the project. Key 1 - Service, Key 4 - Safe, Key 10 - Exceptional Learning Facilitated Construction of Police Operations Facility During 2024 work proceeded on the new Police Operations Facility. The new building will include a new squad garage, training and briefing room, locker rooms, office area and exercise / wellness facilities. The project is expected to be complete in summer 2025. Key 1 - Service, Key 4 - Safe 2024 Accomplishments Page 28 Public Works Infrastructure Preservation and Expansion Projects The 2024 Capital Improvement Program included several projects intended to preserve existing infrastructure and expand public streets and utilities to promote economic development. Projects were implemented by four divisions within the Public Works Department, including Engineering, Natural Resources, Streets, and Utilities. The following table provides a list of key public infrastructure projects undertaken in 2024. 2024 Street & Utility Improvements (Fernando Whitney Drive Street and Utility Ave, Fernando Ct, 134th Street, Lower 134th Street) Improvements (from Redwood Drive to Garden View Drive) 2024 Street Improvements WVR-P56 Pond Expansion Improvements Greenleaf Park and Heywood Way Storm Sewer Utility Improvements for Holland Ave and Improvements Pennock Ave Storm Sewer 127th St (from Cedar Avenue to Galaxie Avenue) North Creek Greenway Trail Street Improvements Improvements (Orchard Place Gathering Area) 2024 Micro Surfacing/Crack Sealing Johnny Cake Ridge Road Feasibility Study Lead Service Line Inventory GIS Database Emergency Sewer Line Repair on 140th Street Key 1 - Service, Key 2 - A Great Place to Live Public Works Resident Repair Radar The Engineering and Administration Divisions created a custom application called the Resident Repair Radar (RRR) that allows residents to submit Public Works related issues virtually via the web or mobile device. In this application, residents enter relevant information such as the type of issue, issue location, and images to ensure that the problem is routed efficiently through Public Works to the proper division. Further, the residents are encouraged to enter their contact information so they can receive an u pdate when the issue is ultimately resolved. This application feeds seamlessly into our existing enterprise asset management system (Cartegraph) and leverages existing workflows within that system to aid supervisors and maintenance staff in their operations management. Key 1 - Service, Key 11 - Technology and Innovation Grant Funding Received in 2024 The City was selected to receive several stormwater and water quality grants along with one traffic safety grant in 2024. For the year, the City was awarded grants totaling $1,319,919, as shown in the table below. Funding denoted with an asterisk (*) indicates funds that are appropriated but do not have approved grant agreements yet; the grant with a double asterisk (**) is on hold per federal legislative direction. 2024 Accomplishments Page 29 Grant Project Funding Awarded BWSR Watershed Based Black Dog WMO - Pond and Lac Implementation Fund (WBIF) - $151,542 Black Dog Watershed Lavon Sumps BWSR Watershed Based EVR-P55 (Zoo Blvd) Pond Implementation Funds - Enhancements $209,823* Vermillion River Watershed MPCA Implementation Grants City Hall Stormwater $300,000 for Stormwater Resiliency Enhancements BWSR Clean Water Fund for Keller Lake Targeted Stormwater Whitney Pond Expansion $313,169 Treatment Project BWSR Water Quality and Apple Valley Additions Feasibility Storage Grant Feasibility Study (Duchess, Greening, $60,000 Pennock Park) Dakota County Aquatic Invasive Aquatic Plant Survey and Management for Long and $5,385 Species Management Farquar Lakes Total $1,039,919 FHWA Safe Streets and Roads Safety Action Plan $280,000** for All Grant Total - All Grants $1,319,919 The Public Works Department is anticipating a busy year of grant applications in 2025 in both stormwater and traffic related opportunities. Key 7 - Sustainable Maintain Steps 4 and 5 in the GreenStep Cities Program The GreenStep Cities Program is a voluntary commitment to assist and recognize programs to help cities achieve their sustainability and environmental quality -of -life goals. Launched in 2010, the program has five levels of recognition for city action. Over the years, Apple Valley has reached all five levels in the program, showing our commitment to improving sustainability. Apple Valley achieved Step 1 in 2011, Step 2 in 2012, Step 3 in 2015, Step 4 in 2020, and Step 5 in 2021. To maintain Step 4 and 5, several metrics are tracked including our current vehicle fleet details, biking and walking infrastructure, parkland quantity and access, stormwater management, land use, and efficient LED lighting for our buildings and traffic signals, among other categories. These metrics are submitted and recorded as our "Baseline" to achieve GreenStep Cities Step 4. To achieve Step 5 once again in 2024, the City was required to improve on at least three of the metrics tracked by the program. The specific metrics that the City improved last year are: • Increased the number of Electric Vehicles (EVs) charging station ports • Increased the net number of new trees planted • Improved our stormwater management and climate adaptation scores 2024 Accomplishments Page 30 While the City will not hear on the formal GreenStep process until later spring of 2025, staff are confident that the City has maintained the Step 5 level once again for 2024. Key 2 - A Great Place to Live, Key 7 - Sustainable Emerald Ash Borer Shade Tree Management Emerald Ash Borer (EAB) is a nonnative invasive insect that destroys ash trees. In January 2016, EAB was identified in the City's Ring Route area just west of the Municipal Center. In 2024, the Public Works Department removed approximately 779 ash trees from the public street right-of- way and public parks due to infestation, declining health, or in conjunction with road reconstruction projects. Staff worked with adjoining property owners to select and install 215 replacement trees in private yards and within public parks. In addition, the City preventively injected 66 select ash trees located within City parks. City staff provided up-to-date EAB information to residents through the City website, quarterly newsletter, and hundreds of residential site visits. For the ninth year in a row, a program was offered that allowed residents to receive a discounted price from a tree company to preventively inject their ash trees. Of primary importance, Natural Resources staff actively sought to identify EAB infected trees as part of the City's ongoing disease tree management program that has traditionally focused on control of Dutch elm disease and oak wilt. Key 1 - Service, Key 2 - A Great Place to Live Install Fiber to all City Sanitary and Storm Lift Stations In 2024, the multiyear process of installing fiber optic lines at the City's 9 sanitary and 12 storm lift stations began. Three of the sanitary lift stations received fiber optic lines in 2024, improving the reliability of monitoring communications and allowing for faster response to problems at these critical utility sites. With every new asset connected to fiber, communication has improved within the overall SCADA (Supervisory Control and Data Acquisition) system. Key 4 - Safe, Key 11 - Technology and Innovation Feasibility Study on PFAS mitigation In 2024 the EPA adopted a new Maximum Contaminant Level (MCL) for PFOA and PFOS of 4ppt (parts per trillion). With the new MCL determined, the City developed a well blending matrix to help meet these criteria. The well blending matrix gives the City the ability to know which wells can run together so that the 4ppt MCL is not exceeded. Also in 2024, the City engaged Stantec Engineering to conduct a feasibility study on options to treat PFAS at the City's Water Treatment Plant. The study is planned to be reviewed with the City Council at an informal meeting in spring 2025. Key 4 - Safe, Key 7 - Sustainable Building Inspection Digital Plan Review ProjectDox Upgrade The City currently utilizes ProjectDox by Avolve for our digital plan review and workflow process. In 2024, the Building Inspections division successfully completed two upgrades to the ProjectDox system. These updates included moving from Version 9.2 to 9.3, which was a move to a cloud- 2024 Accomplishments Page 31 based software -as -a -service environment. The upgrades involved vendor relations, inter- departmental communications, scheduling and calendar management, and multiple sessions of troubleshooting during the upgrades. The changes allow the City to access features that deliver faster more consistent upgrades and technical support. In addition, users are now offered improved functionality for plan review, security, and scalability. Key 1 - Service, Key 11 - Technology and Innovation Franchise Fees In 2024, the City had two existing Franchise Ordinances expiring with utility companies: one with Dakota Electric Association (DEA) for electric service and the other with CenterPoint Energy for natural gas service. (The City had no previous electric franchise with Xcel Energy.) However, the only previous franchise fee was with DEA. Staff worked with the City Attorney's office and the utility providers over the last year to draft new Franchise Ordinances. The Council also approved a new franchise fee for all utilities of 3% based on usage with specified caps for both residential and commercial accounts. So far, two of the three utilities (DEA and CenterPoint) have approved the agreements with plans to implement the new franchise fees as set forth by the City Council. Staff expects the approval of the Xcel agreement in Q2 2025. Key 1 - Service, Key 7 - Sustainable 2024 Accomplishments Page 32 Goal Setting Focus Session Friday, April 11, 2025 Valleywood Golf and Event Center Tentative Agenda 8:00 to 8:30 a.m. Arrival — Rolls and Coffee 8:30 Welcome and Overview of Workshop — Tom Lawell 8:35 Review of Vision, Mission and Core Values 8:45 Looking Back Past Goal Setting Efforts Celebration of 2024 Accomplishments 9:00 Looking Ahead Development Trends in Apple Valley Minnesota Economic Conditions Property Valuation Trends Budgetary Outlook Capital Project Funding 9:35 Break 9:45 Looking Ahead — 2025-2026 Goals Department/Division Presentations 5-10 Minutes Each Administration/Communications Human Resources City Clerk Information Technology Finance Police Fire Public Works 11:00 Break 11:10 Looking Ahead — 2025-2026 Goals Department/Division Presentations Continued 5-10 Minutes Each Parks and Recreation Liquor Community Development 11:35 Group Discussion Listing and Prioritization of Goals for 2025-2026 12:15 p.m. Lunch 12:45 Additional Group Discussion Review Prioritization List 1:15 Additional Council Discussion 1:45 Adjourn Goal Setting Focus Session Friday, April 11, 2025 Valleywood Golf and Event Center Attendees Mayor and City Council Clint Hooppaw John Bergman Ruth Grendahl Lisa Hiebert Tom Melander Administration Tom Lawell Christina Scipioni Charles Grawe Jamie Haefner Eve Heeralall Finance Ron Hedberg Police Nick Francis Fire Matt Nelson Community Development Tim Benetti Public Works Matt Saam Parks and Recreation Eric Carlson Lega I Bob Bauer Liquor Rick Heyne Information Technology Nathan Bang Apple Valley 2040 Comprehensive Plan Vision for the Future Keys to Success Key 1 - Service City government provides the services, infrastructure, and land use controls that touch every aspect of this vision. While City government is not solely responsible for the vision, the vision cannot be realized without its leadership and stewardship. Quality leadership and excellent staff should be continued hallmarks of Apple Valley. City government should be responsive to community needs, holding firmly to community standards while retaining the flexibility to seize opportunities that arise. The City is a partner with business and industry. City government sets high standards for its financial stewardship, making investments that pay dividends in terms of the quality of life described in the Vision Statement. The quality of City government ultimately lies in the hands of our residents. We must care enough to become informed and involved. Governance in Apple Valley encourages and facilitates public involvement. Key 2 — A Great Place to Live Apple Valley is a great place to live. We build neighborhoods of enduring quality and character. They are active, healthy, and safe places. Tree -lined, well -maintained streets increase the beauty and comfort of our neighborhoods. The places we live are well- connected to parks, schools, shopping, and employment by a supportive, multimodal transportation system. Apple Valley offers choices in housing that allow people in all stages of their life to make a home in our community. Apple Valley is an affordable place to live. We encourage residents to be connected with one another and engaged in community life with a commitment to volunteerism. We promote pride in property that produces individual and collective action to enhance the quality, integrity, and value of our neighborhoods. We are committed to protecting the unique qualities which make Apple Valley a great place to live for current residents and future generations. Key 3 — Business Oriented Apple Valley is a magnet for businesses. We provide an excellent location, strong regional transportation connections, a skilled workforce, and a strong marketplace. We work with the Chamber of Commerce and other business organizations to actively attract and retain businesses to achieve the vision of Apple Valley, while remaining committed to our traditional high standards of quality. We seek an expanding array of jobs, goods, services, and entertainment that meet the needs of our residents. We encourage businesses and their employees to play an active role in community life. We play an active role in the region to ensure that current and future transportation systems, housing stock, and amenities continue to provide Apple Valley residents with access, choice, and flexibility to pursue rewarding work. Economic development strategies are geared toward enhancing and sustaining live -work balance and attracting and retaining employers that pay living wages. Apple Valley has available land for development and redevelopment, a talented workforce, and the techno-logical infrastructure to accomplish these goals. When more people live and work in Apple Valley, it reduces travel costs and air pollution, and mitigates highway congestion, resulting in savings to families and government. It gives people more time to spend with family and in the community. The City of Apple Valley emphasizes the importance of providing jobs that pay incomes capable of sustaining those families and their community. Key 4 — Safe Apple Valley maintains a strong commitment to safety in all places, at every hour of the day. Through excellent police, fire, and medical response services, our citizens feel safe knowing that help is only minutes away. We are committed to maintaining high service standards by adding resources as the community grows and changes. The commitment to safety requires involvement on the part of our residents. Apple Valley is a place where we care for our neighbors. Key 5 — Parks to Experience Parks are an integral part of the fabric of our community. Every home has walkable access to a city park. Parks provide places for us to play and to gather with our neighbors. Parks help to preserve the natural environment of Apple Valley. Apple Valley's parks are not seen as individual entities, but as part of a broader, inter- connected system that provides a suite of attractions and amenities. High- lights of this system include the Minnesota Zoo, Dakota County Lebanon Hills Regional Park, and our many local neighborhood parks. The City provides and maintains a wide range of parks and recreational facilities with the ability to adapt to the changing needs of the population. We are committed to providing the resources to maintain and improve Apple Valley parks. The City works collaboratively with Independent School District 196, Independent School District 191, Dakota County, local athletic associations and other groups to meet shared park and recreation needs. Key 6 — Healthy and Active Apple Valley's policies are designed to make it the model of a healthy, active, and safe community. A comprehensive system of sidewalks, trails, and bike lanes connects neighborhoods, jobs, schools, and other destinations as an integral part of our transportation system. We offer a wide range of formal and informal recreation facilities that support a multitude of active and passive recreation activities. Food, health care, and other essential goods and services are readily accessible to all Apple Valley residents. We plan our community in ways that sustain the clean water and air on which we depend. Through best practices of storm water management, pollution mitigation, and natural resources protection, we will continue to protect and sustain a healthy living environment. Key 7 — Sustainable Apple Valley is recognized as a MN Green City. We recognize that our community's natural amenities need to be properly respected and managed. We must wisely use our natural, economic, and human resources to sustain the quality of life we enjoy. We seek to maintain water quality and conserve our freshwater, air quality, energy, and other resources and capital for future generations. This requires a continued commitment to improving the efficiency of community facilities and infrastructure, from design concept to construction, operation, and repurposing. Likewise, Apple Valley is committed to maintaining productive partnerships with the energy industry, regional nonprofits, and local businesses and institutions to expand access to renewable energy and minimize the City's carbon footprint. Key 8 — Accessible The ability to move safely and efficiently within Apple Valley and the region is essential. At a basic level, Apple Valley's transportation system must connect all residents to the services they need and desire. Apple Valley supports a multifaceted transportation system that can accommodate automobiles, mass transit, bicycles and pedestrians. Apple Valley should be a place of "great streets." A great street extends beyond the street surface to the sidewalks and landscaping in the adjacent right-of-way. A great street provides for the safe and efficient movement of vehicles while encouraging travel by bicycle and by foot. A great street supports and enhances adjacent land use and adds to the quality of life and identity of Apple Valley. Key 9 — Successful Downtown Apple Valley has a unique, identifiable, and thriving downtown. Downtown Apple Valley will not be a singular place, but a collection of strongly connected and experiential destinations that serve and enhance the community. The core of the downtown area is the four quadrants of the Cedar Avenue/County Road 42 intersection. The scope of downtown Apple Valley continues to evolve in form, use, and density. The downtown area is and will continue to be a place of commerce. It is the primary location of the goods and services needed by Apple Valley residents and regional communities. Downtown must also continue to be the civic core of the community. We envision a downtown area that includes a growing mixture of places to shop, work, live, and play, and which encourages engagement with the built environment at a human scale. While businesses require safe and convenient access by car, the downtown should be designed to allow people to reach it and move within it on foot or bicycle. Key 10 — Exceptional Learning The quality of life in Apple Valley is inextricably linked to the quality of educational opportunities. Educating our children remains our highest priority. Schools are not only places to learn, but they are focal points of community life. Learning does not begin with kindergarten nor end with high school. It is a lifelong activity. We seek a future with increasing opportunities for continuing education located in Apple Valley. We work in strong partnership with Independent School District 196, Independent School District 191, St. Mary's University and MacPhail School of Music, and other educational institutions to achieve this vision. Key 11 — Technology and Innovation Innovative technologies will emerge and expand throughout the world. These technologies will have a profound impact on all aspects of life. Although the specific nature of these technologies cannot be known, nor the level of acceptance, the arrow of innovation points toward increased automation in many sectors of the economy and in the urban systems which support them. In transportation, examples include the continued development and deployment of automated and connected vehicles and intelligent transportation systems infrastructure. Advances are made possible by the expanding, sharing economy, which includes how we live and move about. Global climate change compels alternative energy production, energy consumption and decarbonization, and investment in green technologies and resilient design. Apple Valley will position itself to be a leader in preparedness for these changes, and to capitalize on technological changes through wise saving, investment, and a flexible approach to governance. Key 12 — A Community for a Lifetime In 2019, Apple Valley turned 50. It is a growing city that all residents proudly call home. We are committed to strengthening our community through continued investment in its people and neighborhoods. Apple Valley's housing, schools, parks, businesses, and cultural institutions provide outstanding opportunities to live, work, play, and engage with fellow citizens, regardless of age or ability. We will proactively respond to the needs of changing demographics, including the growing elderly community, young adults and their families, and minority citizens, by supporting a suitable mixture of housing and services. The City government will maintain strong working partnerships with developers, nonprofits, regional government agencies, and other stakeholders who reflect these values in their own designs and policy initiatives. Apple Valley is a place where you can plant: grow: prosper. •: 0000 ITEM: 4.J. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution for Approval of Dakota County to Join the Minnesota Valley Transit Authority Board of Commissioners Staff Contact: IDepartment / Division: Tom Lawell, City Administrator Administration Department ACTION REQUESTED: Adopt Resolution for Approval of Dakota County to Join the Minnesota Valley Transit Authority Board of Commissioners. SUMMARY: Dakota County desires to become a full member of the Minnesota Valley Transit Authority (MVTA) Board and unanimously passed a resolution demonstrating its desire to do so on March 25, 2025. For Dakota County to officially join the MVTA Board, current MVTA member cities and Scott County need to approve a resolution approving their request to join the MVTA Board of Commissioners. BACKGROUND: Dakota County was a member of the MVTA Board from 1990 to 2021. Additional information on their interest in rejoining the board is attached. Minnesota Valley Transit Authority (MVTA) plays a crucial role in providing transit opportunities in the South Metro and partnership and collaboration amongst jurisdictions is crucial to MVTA's success. Staff recommends approval of the attached resolution. BUDGET IMPACT: N/A FIN A r_T91:I►yi141! 11Ps Resolution Memo CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION FOR APPROVAL OF DAKOTA COUNTY TO JOIN THE MINNESOTA VALLEY TRANSIT AUTHORITY BOARD OF COMMISSIONERS WHEREAS, the City is a member of the Minnesota Valley Transit Authority (MVTA), which is a joint powers entity organized pursuant to Minnesota Statutes, section 471.49 and Sections 473.384 and 473.388, operating under a Third Amended and Restated MVTA Joint Powers Agreement establishing the MVTA, and WHEREAS, since 1990, the MVTA has operated as a legislatively authorized "opt -out" provider of the Metropolitan Transit Commission (now Metro Transit) service in and for the areas represented by the MVTA membership; and WHEREAS, the member organizations seek to modify the structure of the MVTA Board of Commissioners and other related operational terms; and WHEREAS, Dakota County desires to become a full member of the MVTA Board and a party to the agreement and passed a resolution demonstrating its desire to do so on March 25, 2025. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Apple Valley, Minnesota, that Dakota County is approved to join the MVTA as a full voting member, effective the first day following the approval of all current member governing bodies. ADOPTED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk Board of Commissioners Request for Board Action Item Number: DC-4305 Agenda #: 9.13 Meeting Date: 3/25/2025 DEPARTMENT: Transportation FILE TYPE: Consent Action TITLE Authorization To Accept Invitation To Join Minnesota Valley Transit Authority Board And Adopt Resolution To Terms Of Third Amended And Restated Joint Powers Agreement Of Minnesota Valley Transit Authority PURPOSE/ACTION REQUESTED Accept the invitation to join the Minnesota Valley Transit Authority (MVTA) Board and adopt resolution agreeing to the terms of the Third Amended and Restated joint powers agreement of the MVTA (JPA) with Apple Valley, Burnsville, Eagan, Rosemount, Prior Lake, Savage, Shakopee, and Scott County. SUMMARY To provide a safe and efficient multimodal transportation system, Dakota County supports a variety of transportation modes, including transit. During the February 11, 2025, Physical Development Committee (PDC) meeting of the whole, the Committee discussed a draft Transit Workplan developed by staff. The Workplan was based on Board priorities identified at two previous County Board Transit Workshops (held on October 29, 2024, and November 12, 2024). The Transit Workplan identified becoming a member of the MVTA Board as a potential task for consideration. MVTA was formed in 1990 to provide transit services to member suburbs, including the Dakota County cities of Apple Valley, Burnsville, Eagan, and Rosemount. Scott County and the cities of Prior Lake, Savage, and Shakopee are also current members of MVTA. The governing body of MVTA is the Board, which consists of one commissioner, one alternate commissioner, and one staff member from each party of the JPA. The commissioner from each party must be a member of that party's governing body. Dakota County had representation on the MVTA Board between 1990 and 2021. The County was an official member of the MVTA Board from 2012 to 2021. By Resolution No. 21-076 (February 2, 2021), the Dakota County Board voted to withdraw from the MVTA Board, noting concerns regarding County Board representation for an organization that does not represent the entire County and that the County is also served by Metro Transit, which does not have direct County Board representation on its governance Board. Discussion at the County Board Transit Workshops identified a desire to become more engaged with transit issues and providers. Rejoining the MVTA Board, either as a voting or ex-officio member, was identified as a potential strategy to improve involvement. Commissioners discussed the merits of MVTA membership as voting or ex-officio members at the February 11, 2025, PDC meeting. The majority indicated support for joining the MVTA Board as voting members. On February 20, 2025, the Dakota County Page 1 of 3 Printed on 3/20/2025 powered by Legistar" 167 Item Number: DC-4305 Agenda #: 9.13 Meeting Date: 3/25/2025 WHEREAS, upon completion of the process, the Dakota County Board Chair will appoint one commissioner and one alternate commissioner to serve on the MVTA Board. NOW, THEREFORE BE IT RESOLVED, That the Board of Commissioners in and for the County of Dakota, Minnesota, hereby agrees to join the Minnesota Valley Transit Authority as a full member and agrees to the terms of the Minnesota Valley Transit Authority joint powers agreement, subject to approval by the current member organizations. PREVIOUS BOARD ACTION 21-076; 02/02/21 ATTACHMENTS Attachment: Resolution Attachment: MVTA JPA BOARD GOALS ® Thriving People ❑ A Healthy Environment with Quality Natural Resources ® A Successful Place for Business and Jobs ❑ Excellence in Public Service CONTACT Department Head: Erin Laberee Author: Gina Mitteco Dakota County Page 3 of 3 Printed on 3/20/2025 powered by Legistar' 169 •: 0000 ITEM: 4.K. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving Plans and Specifications for Project 2022-111, Apple Valley 11 th and 12th Additions Electrical Conversion Phase 1, and Authorizing Advertisement for Receipt of Bids, on May 12, 2025, at 10:00 a.m. Staff Contact: Department / Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution approving plans and specifications for Project 2022-111, Apple Valley llth and 12th Additions Electrical Conversion Phase 1, and authorizing advertising for receipt of bids, on May 12, 2025, at 10:00 a.m. SUMMARY: Dakota Electric Association has committed to burying all electrical in the right of way as part of the street and utility improvement project. All areas within the 2018-2019 Street and Utility Improvement area will have access to underground electric. Dakota Electric will be removing existing rear yard poles and distribution lines in phases alongside City reconstruction neighborhoods. Staff will also be working with communication companies that share overhead pole space to bury their lines underground. The scope of work as part of this Overhead to Underground electric conversion for the 185 homes in the areas include: providing conduit and cable from each new transformer set by Dakota Electric to the existing meter socket location at each home, along with any associated restoration and permit fees to allow the conversion of overhead lines to underground service connections. This work is consistent with what was completed within the Cimarron Neighborhood in 2020-2022. BACKGROUND: On February 24, 2022, Council adopted Resolution No. 2022-28 directing preparation of plans and specifications for project 2022-111, Apple Valley llth and 12th Additions Electrical Conversion Phase 1. BUDGET IMPACT: Project costs and funding included in the adopted operating budget are summarized as follows: Estimated Project Costs: Construction Cost Construction Contingency 5% Engineering, Contract Admin, Inspection, Budgeted Estimated Costs*: Costs $1,719,000 $639,000 85,950 32,000 171,900 63,900 Testing, Survey Total Estimated Cost Estimated Project Funding Electric Franchise Fund Total Estimated Funding $ 1,976,850 $ 734,900 $ 1,976,850 734,900 $ 1,976,850 $ 734,900 *Budgeted costs are for the entirety of the Apple Valley I Ith and 12th Additions project area, which will consist of 3 phases. The first phase represents 71 homes and roughly 1/3 of the project area. ATTACHMENTS: Map Resolution Advertisement for Bid =71 CITY OF APPLE VALLEY RESOLUTION NO. 2025- RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND DIRECTING RECEIPT OF SEALED BIDS FOR PROJECT 2022-111, APPLE VALLEY 1 Ph and 12th ADDITIONS ELECTRICAL CONVERSION PHASE 1 WHEREAS, the Apple Valley City Council has reviewed plans and specifications for Project 2022-111, Apple Valley 1 Ph and 12th Additions Electrical Conversion Phase 1; and WHEREAS, the City Council believes that the interests of the City would be best served by receiving sealed bids based on said plans and specifications. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. Such plans and specifications for Project 2022-111, Apple Valley 1 lth and 12th Additions Electrical Conversion Phase 1, a copy of which is on file in the office of the City Clerk and made a part hereof, are hereby approved. 2. The City Clerk is hereby authorized to receive sealed bids for Project 2022-111, Apple Valley 1 lth and 12th Additions Electrical Conversion Phase 1, at the time and place specified in the form of notice attached hereto as Exhibit A. 3. The City Clerk is further authorized and directed to cause an advertisement for said bids to be posted on the City's website and on the online Quest Construction Data Network, not less than ten (10) days prior to the opening of said bids. ADOPTED this 24th day of April, 2025 Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk SECTION 00 11 13 ADVERTISEMENT FOR BIDS Bids will be received electronically online only by the City of Apple Valley, Minnesota, through Quest CDN, until 10:00 a.m., Monday, CST, May 12th, 2025, at which time they will be reviewed for the furnishing of all labor, materials, and all else necessary for the following: Citv Proiect 2022-111. ADDIe Vallev 11t" and 12t" Additions Electrical Conversion phase 1 This is a lump sum per each bid contract for converting electrical service from overhead to underground for 71 properties on Redwood Drive, Rome Drive, Rome Ct, and Whitney Drive from the newly placed Dakota Electric Association utility connection point. A mandatory onsite pre -bid meeting will be held at 10:00 a.m. CST on Wednesday, May 7th, 2025 to discuss the project with Owner's representatives, bidders, and subcontractors. This meeting is intended to give contractors a better understanding of the variety of connection locations. Digital copies of the Contract Documents can be obtained at www.guestcdn.com. The Quest CDN project number is 9633331. Bidders can download the Contract documents for $40 by searching for the project on Quest CDN website's Project Search page. Instructions for online bidding are attached. Please contact QuestCDN.com, prior to bidding, at (952) 233-1632 for assistance with free membership registration, downloading, and submitting bids. For electronic bids, electronic bid bonds will also be accepted through Surety 2000 using contract #9633331. The bid bonds must be payable to the City of Apple Valley in the amount of five percent (5%) of the amount of bid, to be forfeited as liquidated damages in the event that the bid is accepted and the bidder shall fail to promptly enter into a written contract and furnish the required bond. Direct inquiries to Engineer's Project Manager Evan Acosta at (952) 953-2429. No bidder questions will be addressed after 10:00 am on Friday, May 9th, 2025. Bid Security in the amount of 5 percent of the amount of the Bid must submitted through Surety 2000 and accompany each Bid in accordance with the Instructions to Bidders. The Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 30 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. Christina M. Scipioni, City Clerk City of Apple Valley, Minnesota CITY OF APPLE VALLEY ADVERTISEMENT FOR BIDS 2022-111 00 11 13 •: 0000 ITEM: 4.L. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve Agreement with Metropolitan Council for 2025 Community Assisted Lake Monitoring Program Staff Contact: IDepartment / Division: Samantha Berger, Water Resources Specialist INatural Resources Division ACTION REQUESTED: Approve the agreement with the Metropolitan Council for the 2025 Community Assisted Lake Monitoring Program. SUMMARY: The Community Assisted Lake Monitoring Program (CAMP) (formerly called the Citizen Assisted Lake Monitoring Program) is an annual lake monitoring program, implemented by City staff and volunteers, to collect water samples from local lakes. The 2025 CAMP agreement includes services for water sample collection and laboratory analysis for Cobblestone Lake, Farquar Lake, Long Lake, and Scout Lake. Lake Alimagnet will be included in the City of Burnsville CAMP (Apple Valley will pay 50 percent as a shared cost). Keller Lake and Lac Lavon will be included in the 2025 Black Dog Watershed Management Organization CAMP. The same lakes were monitored in 2024. The attached agreement has been reviewed by the City Attorney. BACKGROUND: Samples are analyzed at Met Council labs for total phosphorus, nitrogen, and chlorophyll "a"; standard parameters used to measure lake water quality. Additionally, water clarity is measured during each sampling event with a secchi disc. Lake water samples are collected bi-weekly during 14 sampling events from April through October. Met Council publishes an annual water quality report for all CAMP lakes. Approximately 170 metro area lakes are monitored each year. BUDGET IMPACT: The cost per lake in 2025 is $760. The total cost for Apple Valley lakes is $3,420, which includes $380 for Lake Alimagnet. CAMP funds are included in the 2025 Storm Drainage Utility budget. ATTACHMENTS: Agreement Metropolitan Council Contract No. 25R0070 INTERGOVERNMENTAL AGREEMENT BETWEEN THE METROPOLITAN COUNCIL AND THE CITY OF APPLE VALLEY THIS AGREEMENT is made and entered into by and between the Metropolitan Council (the "Council") and the City of Apple Valley (the "City"), each acting by and through its duly authorized officers. THE ABOVE -NAMED PARTIES hereby agree as follows: I. GENERAL SCOPE OF AGREEMENT The Council and the City agree to undertake a volunteer lake monitoring study in order to provide an economical method of broadening the water quality database on lakes in the Twin Cities Metropolitan Area. II. SPECIFIC SCOPE OF SERVICES 2.01 Lake Monitoring Program. The City and the Council agree to jointly undertake a volunteer lake monitoring program as specified below: a. General Purposes of Program. The volunteer lake monitoring program involves the use of volunteers to monitor lakes in the Twin Cities Metropolitan Area. The volunteers will collect surface water samples which will be analyzed for total phosphorus (TP), total Kjeldahl nitrogen (TKN), and chlorophyll -a (CLA). In addition, the volunteers will measure surface water temperature, water transparency, and fill out a monitoring form that describes the lake and weather conditions at the time of the monitoring event. Lakes will be visited from April through October of 2025 (the "Monitoring Period") for the number of times and at the approximate intervals specified in paragraph (b) below. Each lake will be sampled at the location as indicated on the site location map provided by the Council. The Council will arrange for chemical analysis of the samples either through its own laboratory or an outside laboratory. b. Specific Lakes Involved. The following lakes and specific lake site(s) listed below will be involved in the Council's Community -Assisted Lake Monitoring Program (CAMP) in 2025. Lake name DNR ID# Number of monitoring events Approximate monitoring interval Quantity of new kits Cobblestone 19-0456 8 to 14 Biweekly 0 Far uar 19-0023 8 to 14 Biweekly 0 Lon 19-0022 8 to 14 Biweekly 0 Scout 19-0198 8 to 14 Biweekly 0 2.02 City Responsibilities. The City agrees that it will have sole responsibility for: a. Recruiting volunteers (who have access to a boat) to monitor the lakes the City wishes to involve in the program as listed in section 2.01(b) above. b. Providing the Council and/or volunteers with needed lake information such as lake bathymetric maps and access locations. C. Paying for the laboratory analysis cost of the samples collected by volunteers which cost is included in the amounts specified in Article III below. d. Ensuring that the volunteers participate in the training program and follow CAMP methods and procedures. e. Ensuring that the volunteers fill out a monitoring form during each monitoring event. f. Picking up the samples and the lake monitoring forms from their volunteers and delivering those items to the City's central storage location. The City will be responsible for providing the central storage location. The central storage location can be a Council facility, but the City will be required to deliver the samples and monitoring forms to this facility. The samples are required always to be frozen. g. Storing its volunteers' samples until picked up by Council staff. The samples are required always to be frozen. h. Maintaining, storing, and restocking its monitoring kits. i. Delivering and picking up its monitoring kits to and from their volunteers. Metropolitan Council Contract No. 25R0070 2 2.03 Council Responsibilities. The Council agrees that it will: a. Organize the survey. b. Provide training for the volunteers. C. Pick up the samples and lake monitoring forms from the City's central storage location and deliver them to the laboratory at approximately 2- month intervals starting in June. d. Review the results of the monitoring data. e. Prepare a final report containing the physical, chemical, and biological data obtained during the Monitoring Period and a brief analysis of the data. f. Provide quality control by collecting lake samples from random lakes involved in the volunteer program. The resulting parameter values will then be compared to the volunteers' results to determine if any problems exist involving the volunteer's monitoring activities and what should be done to correct the problem. g. Provide and deliver to the City the expendable monitoring items (e.g. sample containers, labels, filters, aluminum sheets, zip -style plastic bags, and lake monitoring forms). The expendable monitoring items will be delivered in the weeks preceding the start of the monitoring season. The cost of the expendable monitoring items is included in the annual participation fee. III. COMPENSATION; METHOD OF PAYMENT 3.01 Payment to Council. For all labor performed and reimbursable expenses incurred by the Council under this agreement during the Monitoring Period, the City agrees to pay the Council the following amounts per lake site listed in section 2.01(b). The participation fee will be billed based on the quantity of monitoring events actually monitored or sampled. Number of Monitoring events Participation Fee (excludes monitoring equipment) 8 to 14 $760 1 to 7 $380 0 $0 For lake sites requiring monitoring equipment, the cost for a kit of monitoring equipment is $225 per kit. 3.02 Payment Schedule. Payment of the total amount owing to the Council by the City shall be made within 30 days of the date of the invoice. An invoice specifying the amount owed by the City will be sent under separate cover after the end of the monitoring period. Metropolitan Council Contract No. 25R0070 3 3.03 Additional Analyses. The total amount specified in paragraph 3.01 does not include the cost of any additional analyses requested by the City, such as analysis of bottom samples. The Council will carry out any such additional analyses at the request of the City and subject to the availability of Council resources for carrying out such analyses. The Council will bill the City after the end of the Monitoring Period for any such additional analyses at the Council's actual cost, and the City will promptly reimburse the Council for any such costs billed. The costs for additional analyses are provided in Exhibit A. 3.04 Replacement of Durable Equipment. The total amount specified in paragraph 3.01 does not include the cost of replacing durable monitoring equipment, such as thermometers, Secchi disks, filter holders, hand pumps, graduated cylinders, sampling jugs, forceps, and tote boxes. The Council will provide and deliver durable monitoring equipment that needs replacement upon request from the City. The Council will bill the City for any such replaced durable monitoring equipment at the Council's actual cost, and the City will promptly reimburse the Council for any such costs billed. IV. GENERAL CONDITIONS 4.01 Period of Performance. The services of the Council will commence on April 1, 2025, and will terminate on March 31, 2026, or following work completion and payment, whichever occurs first. 4.02 Amendments. The terms of this agreement may be changed only by mutual agreement of the parties. Such changes will be effective only on the execution of written amendment(s) signed by duly authorized officers of the parties to this agreement. 4.03 City Personnel. Brian Hartman, or such other person as may be designated in writing by the City, will serve as the City's representative and will assume primary responsibility for coordinating all services with the Council. Brian Hartman City of Apple Valley 6442 West 140th Street Apple Valley, MN 55124 952-380-7677 4.04 Council's Contract Manager. The Council's Contract Manager for purposes of administration of this agreement is Brian Johnson, or successor, or such other person as may be designated in writing by the Council. The Council's Contract Manager will be responsible for coordinating services under this agreement. However, nothing in this agreement will be deemed to authorize the Contract Manager to execute amendments to this agreement on behalf of the Council. Metropolitan Council Contract No. 25R0070 4 Brian Johnson, or successor Metropolitan Council 2400 Childs Road St. Paul, MN 55106 651-602-8743 4.05 Equal Employment Opportunity; Affirmative Action. The Council and the City agree to comply with all applicable laws relating to nondiscrimination and affirmative action. In particular, the Council and the City agree not to discriminate against any employee, applicant for employment, or participant in this study because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, membership or activity in a local commission, disability, sexual orientation, or age; and further agree to take action to assure that applicants and employees are treated equally with respect to all aspects of employment, including rates of pay, selection for training, and other forms of compensation. 4.06 Liability. Each party to this agreement shall be liable for the acts and omissions of itself and its officers, employees, and agents, to the extent authorized by law. Neither party shall be liable for the acts or omissions of the other party or the other party's officers, employees or agents. Nothing in this agreement shall be deemed to be a waiver by either party of any applicable immunities or limits of liability including, without limitation, Minnesota Statutes, chapter 466 (Municipal Tort Claims). 4.07 Copyright. No reports or documents produced in whole or in part under this agreement will be the subject of an application for copyright by or on behalf of the Council or City. 4.08 Termination of Agreement. The Council and the City will both have the right to terminate this agreement at any time and for any reason by submitting written notice of the intention to do so to the other party at least 30-calendar days prior to the specified effective date of such termination. In the event of such termination, the Council shall retain a pro-rata portion of the amounts provided for in Article III, based on the number of monitoring events occurring for each lake before termination versus the total monitoring events specified for each lake. The balance of the amounts will be refunded by the Council to the City. 4.09 Force Majeure. The Council and the City agree that the City shall not be liable for any delay or inability to perform this agreement, directly or indirectly caused by, or resulting from, strikes, labor troubles, accidents, fire, flood, breakdowns, war, riot, civil commotion, lack of material, delays of transportation, acts of God or other cause beyond reasonable control of Council and the City. 4.10 Audits. Pursuant to Minn. Stat. Section 16C.05, Subd. 5, the parties agree that the books, records, documents, and accounting procedures and practices relevant to this agreement are subject to examination by either party and the state auditor or legislative auditor, as appropriate, for at least six years from the end of this agreement. 4.11 Relationship of Parties and their Employees. Nothing contained in this agreement is intended, or should be construed, to create the relationship of co-partners or a joint venture between the Council and the City. No tenure or any employment rights including worker's compensation, unemployment insurance, medical care, sick leave, vacation leave, severance pay, Metropolitan Council Contract No. 25R0070 5 retirement, or other benefits available to the employees of one of the parties, including indemnification for third party personal injury/property damage claims, shall accrue to employees of the other party solely by the fact that an employee performs services under this agreement. 4.12 Severability. If any part of this agreement is rendered void, invalid or unenforceable such rendering shall not affect the remainder of this agreement unless it shall substantially impair the value of the entire agreement with respect to either party. The parties agree to substitute for the invalid provision a valid provision that most closely approximates the intent of the invalid provision. IN WITNESS WHEREOF, the parties have caused this agreement to be executed by their duly authorized representatives on the dates set forth below. This agreement is effective upon final execution by, and delivery to, both parties. CITY OF APPLE VALLEY: IC Name: Clint Hooppaw Its: Mayor Date: By: Name: Christina M. Scipioni Its: City Clerk Date: METROPOLITAN COUNCIL: Name: Its: Monitoring and Assessment Manager Date: Metropolitan Council Contract No. 25R0070 6 EXHIBIT A Metropolitan Council Environmental Services Laboratory Prices for Additional Analyses Parameter Laboratory Code Price (per sample) Total Phosphorus, low level LLTP-AV LLTP-AHV frozen $15.50 Total Kjeldahl Nitrogen TKN-AV TKN-AHV frozen $15.50 Chlorophyll CLA-TR-CS CLA-CAMP $15.50 Chloride CL-AV2 $10.00 Ortho-phosphorus ORTHO-AV $12.00 Ca, Mg, + Hardness via calculation HARD-MSV2 $16.00 Alkalinity ALK-AV2 $15.50 Sulfate SO4-ICV $15.00 Metals (Cd, Cr, Cu, Pb, Ni, Zn) MET-MSV2 $48 Minerals Suite (Ca, K, Mg, Na) + Hardness via calculation MIN-MSV2 $32 Individual minerals/metals (e.g. Fe XX-MSV2 $8.00 (per element) A parameter not on this list Contact the Council's Contract Manager for specific pricing. Metropolitan Council Contract No. 25R0070 000 0000 :::•: 000, Apple 11111121181 COUNCIL MEETING DATE: SECTION: April 24, 2025 Consent Agenda Description: Adopt Resolution Awarding Agreement for Project 2023-133, EVR-P11 Pond Enhancements Staff Contact: Department / Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution awarding agreement for Project 2023-133, EVR-P11 Pond Enhancements, to McNamara Contracting, Inc., in the amount $357,594.25. SUMMARY: On April 7, 2025, eight (8) bids were received for the 2023-133, 2023 EVR-P11 pond enhancement project as described within the attached bid tabulation. Base Bids ranged from $357,594.25 to $627,366.00. McNamara Contracting, Inc. submitted the low base bid in the amount of $357,594.25. The low bid was $55,576.75 under the Engineers' estimate of $413,171.00. A standard City agreement will be utilized for this project. BACKGROUND: On March 13, 2025, City Council adopted Resolution 2025-38, approving plans and specifications and directing receipt of sealed bids for Project 2023-133, 2023 EVR-P11. On December 28, 2023, City Council adopted Resolution Number 2023-193, for Project 2021-148, Long and Farquar Pond Feasibility Analysis and directing preparation of plans and specifications for Project 2023-133, EVR-PII Pond Enhancements. On December 26, 2024, City Council adopted Resolution Number 2024-159 Amending 2025 Budget for uncompleted 2024 Projects and Specific Items. The Natural Resources Division was successful in receiving $115,331 in grant dollars for the Watershed Based Implementation Funds (WBIF) in the Vermillion River Watershed to complete a pond enhancement project at pond EVR-P11 in the Long and Farquar sub - watershed. Funding is provided through the Minnesota Board of Water and Soil Resources (BWSR) as part of the Clean Water Land and Legacy Amendment and requires a 10% match. The project was first identified in the 2017 Long and Farquar Lake TMDL (Total Maximum Daily Load) Implementation Plan and was further analyzed in 2023 as part of a $20,000 WBIF funded feasibility study on Long and Farquar pond enhancements. This project will include improvements to the storm sewer connection to the pond and the addition of a filtration bench to help improve water quality loading to Long lake. Projects funded through this program must be complete by December 31, 2025. The City finalized a Feasibility Analysis in October 2023 which outlined recommended improvements for Long and Farquar Ponds. Watershed and City staff determined the highest priority projects to address pollutant sources reaching Long and Farquar Lakes. BUDGET IMPACT: Estimated Project Costs: Budgeted Cost Awarded Costs Construction Cost $ 500,000.00 $ 357,594.25 Construction Contingency 50,000.00 50,000.00 Engineering. Contract Admin, 100,331.00 100,331.00 Inspection Total Estimated Cost $ 650,331.00 $ 507,925.25 Estimated Project Funding: Watershed Based Implementation $ 115,331.00 $ 115,331.00 Grant (BWSR) Storm Sewer Utility 305,000.00 262,594.25 Storm Sewer Utility (Carryover from 130,000.00 130,000.00 2024) Storm Sewer Utility (Sediment 100,000.00 0.00 Removal) Total Estimated Funding $ 650,331.00 $ 507,925.25 ATTACHMENTS: Map Resolution Bid / Quote Tabulation CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION AWARDING AGREEMENT FOR PROJECT 2023-133, EVR-P 11 POND ENHANCEMENT WHEREAS, pursuant to an advertisement for bids for improvements identified as Project 2023-133, 2025 EVR-PI1 Pond Enhancement, bids were received, opened and tabulated according to law and the following bids were received complying with the advertisement: (Tabulation attached as Exhibit A), and; WHEREAS, it appears McNamara Contracting, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and City Clerk are hereby authorized and directed to enter into a contract with McNamara Contracting Inc., for its base bid for the completion of Project 2023- 133, EVR-PI I Pond Enhancement according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. ADOPTED this 24th day of April, 2025 Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk 1*1 Project Name:EVR-P31 Pond Enhancements I hereby certify that this is on exac Am.y Proje t Citct No.: 2023-133 reproduction fbids received. Applas Bid Opening: Tuesday, April 8, 2025 st 10:00 A.M., C.S.T. Owner: City of Apple Valley e Elect-ic Bid- Quest CDN Brandon Anderson, P.E. Valley Registration No. 43332 Section Title NO. Item Description Unit Est Quantity En Estimate Engineer Unit Price Total Price McNamara Contraco1 8 Unit Price Total Price Blackstone Entitled- Unit Price Total Price Krueer Ea g Unit Price Vedn Inc. 8 Total Price New Look COMracV. Inc. 8 Unit Price Total Price Shoreline landscaping& Contractings Unit Price Total Price D&DContractin LLC g Unit Price Total Price Sunram Con[rac[in Inc. 8 Unit Price Total Price Urban Com ponies Unit Price Total Price Part 1- EVR-P31 1 MOBILIZATION IS 1 $10,000.00 $10,000.00 $8,500.00 $8,500,00 $65,724.02 $65,724.02 $22,220.00 $22,220.00 $20,000.00 $20,000.00 $25,430.00 $25,430.00 $15,000.00 $15,000.00 $48,680.00 $48,680.00 $42,500.00 $42,500.00 2 TRAFFIC CONTROL IS 1, $2,000.00 $2,000.00 $950.00 $950.00 $1,079.97 $1,079.97 $B00.00 $800.00 $1,050.00 $1,050.00 $4,500.00 $4,500.00 $5,000.00 $5,000.00 $1,500.00 $1,500.00 $2,500.00 $2,500.00 3 CLEARING US 1 $25,000.00 $25,000.00 $9,450.00 $9,450.00 $1,799.95 $1,799.95 $12,000.00 $12,000.00 $9,750.00 $9,750.00 $8,000.00 $8,000.00 $9,000.00 $9,000.00 $8,505.00 $8,505.00 $350.00 $350.00 4 GRUBBING 15 Eft $2,000.00 $2,000.00 $1,750.00 $1,750.00 $1,799.95 $1,799.95 $12,000.00 $12,000.00 $9,500.00 $9,500.00 $7,150.00 $7,150.00 $4,000.00 $4,000.00 $3,700.00 $3,700.00 $250.00 $250.00 5 TREE PRUNING HR 4 $500.00 $2,000.00 $525.00 $2,100.00 $328.53 $1,314A2 $100.00 $400.00 $700.00 $2,800.00 $375.00 $1,500.00 $300,00 $1,200.00 $525.00 $2,100.00 $250.00 $1,000.00 6 SAIAVAGE AND RELOCATE BOULDERS (ON SITE) LS� $1,000.00 $1,000.00 $875.00 $875.00 $2,884.45 $2,881 $1.00 $1.00 $500.00 $500.00 $3,000.00 $3,000.00 $2,000.00 $2,000.00 $2,415.00 _$2,415.00 $2,000.00 $2,000.00 J REMOVE BITUMINOUS PAVEMENTSTREETSY 20 $50.00 $1,000.00 $15.25 $305.00 $17.07 $341.40 $100 $20.00 $35.00 $700.00 $18.00 $360.00 $40.00 $800.00 $15.00 $300.00 $20.00 $400.00 8 REMOVE BITUMINOUS PAVEMENT - TRAIL SY $20.00 $7,080.00 $4.50 $1,593.00 $10.77 $3,812.58 $9.00 $3,186.00 $7.50 $2,655.00 $18.00 $6,372.00 $20.00 $7,080.00 $3.50 1$1,239.00 $20.00 $7,080.00 9 REMOVE CONCRETE WALK SF 69 $10.00 $690.00 $4.00 $276.00 $3.77 $260.13 $900 $621.00 $600 $414.00 $18.00 $1,242.00 $8.00 $552.00 $7.00 $483.00 $3.00 $207.00 10 REMOVECONCRETE CURB AND GUTTER LF $10.00 $440.00 $10.00 $4 Koo $7.78 $342.32 $10.00 $440.00 $15.00 $660.00 $25.00 $1,100.00 $10.00 $440.00 $18.00 , $792.00 $15.00 $660.00 11 REMOVE WATER MAIN LF 372.00 $20.00 $7,440.00 $16.00 $5,952.00 $6.01 $2,235.72 $20.00 $7,440.00 $40.00 $14,880.00 $50.00 $18,600.00 $50.00 $18,600.00 $31.50 $II,7I8.00 $40.00 $14,890.00 12 REMOVE 6" GATE VALVE AND BOX EA $500.00 $500.00 $225.00 $225.00 $360.56 $360.56 $200.00, $200.00 $500.00 $500.00 $1,800.00 $1,800.00 $2,000.00 $2,000.00 $265.00 , $265.00 $1,000.00 $1,000.00 13 REMOVE 48"STORM SEWER LF 36 $75.00 $2,700.00 $25.00 $900.00 $USS $523.80 $50.00 $1,800.00 $55.00 $1,980.00 $110.00 $3,960.00 $50.00 $1,800.00 $63.00 $2,269.00 $100.00 $3,600.00 14 REMOVE 30" STORM SEWER(culvert) LF $70.00 $700.00 $20.00 $200.00 $14.55 $145.50 $30.00, $300.00 $55.00 $550.00 $100.00 $1,000.00 $50.00 $500.00 $42.00 , $420.00 $100.00 $11000.00 15 REMOVE 21"STORM SEWER LF 24 $65.00 $1,560.00 $20.00 $480.00 $14.55 $349.20 $30.00 $720.00 $25.00 $600.00 $90.00 $2,160.00 $50.00 $1,200.00 $42.00 $1,008.00 $60.00 $1,4,$0.00 16 REMOVE FIARED END SECTION EA 3 $600.00 $1,800.00 $300.00 $900.00 $360.56 $1,081.68 $100.00 , $300.00 $750.00 $2,250.00 $550.00 $1,650.00 $200.00 $600.00 $121.00 , $363.00 $700.00 $2,300.00 IJ MACHINE SILT FENCE LF 355. $5.00 $1,775.00 $3.75 $1,331.25 $2.74 $972.70 $3.00 $1,065.00 $5.50 $1,952.50 $4.76 $1,689.80 $4.00 $1,420.00 $4.00 $1,420.00 $7.00 $2,485.00 18 TEMORARYCONSTRUUION ENTRANCE EA 2 $500.00 $1,000.00 $11300.00 $2,200.00 $1,161.65 $2,323.30 $1,500.00 $3,000.00 $2,000.00 $4,000.00 $1,550.00 $3,300.00 $2,500.00 $5,000.00 $B00.00 $11600.00 $2,500.00 $5,000.00 19 POND DEWATERING IS 1 $10,000.00 $10,000.00 $2,500.00 $2,SOD.00 $22,647.86 $22,647.86 $5,000.00 $5,000.00 $5,500.00 $5,500.00 $9,500.00 $9,500.00 $10,000.00 $10,000.00 $6,400.00 $6,400.00 $35,000.00 $35,000.00 20 MUCK EXCAVATION (EV) (P) a889 $50.00 $44,450.00 $38.50 $34,226.50 $39.65 $34,359.85 $19.00 $16,891.00 $37.50 $33,337.50 $48.33 $42,965.37 $75.00 $66,675.00 $45.00 $40,005.00 $55.00 $48,895.00 21 CONNECTTO EXISTING WATERMAIN EA 3 $1,500.00 $4,500.00 $775.00 $2,325.00 $890.34 $2,671.02 $1,500.00 $4,500.00 $1,250.00 $3,750.00 $5,380.00 $16,140.00 $5,500.00 $16,500.00 $1,900.00 $5,700.00 $4,000.00 $12,000.00 22 DUCTILE IRON FITTINGS (WATERMAIN) LB 1,106 $12.50 $13,825.00 $14.00 $15,1 $11.20 $12,387.20 $19.00 $21,014.00 $13.00 $14,378.00 $18.31 $20,250.86 $15.00 $16,590.00 $23.00 $25,438.00 , $20.00 $22,120.00 23 8" WATERMAIN VERTICAL OFFSET EA 2 $4,000.00 $8,000.00 $1,900.00 $3,800.00 $1,834.09 $3,669.18 $5,200.00 $10,400.00 $6,500.00 $13,000.00 $2,890.00 $5,780.00 $15,000.00 $30,000.00 $5,775.00 $11,550.00 $2,500.00 $5,000.00 24 8" WATERMAIN DUCTILE IRON CL52, INCLV-BIO LF $95.00 $32,205.00 $105.00 $351 $93.55 $31,713.45 $131.00 $44,409.00 $110.00 $37,290.00 $118.00 $40,002.00 $110.00 $37,290.00 $147.00 $49,833.00 $100.00 $33,900.00 25 6" WATERMAIN DUCTILE IRON CL52, INCLV-BIO LF 20 $80.00 $1,600.00 $90.00 $1,800.00 $52.09 $1,041.80 $114.00 $2,280.00 $110.00 $2,200.00 $116.00 $2,320.00 $110.00 $2,200.00 $132.00 $2,640.00 $100.00 $2,000.00 26 6" INSERTION VALVE EA + $12,250.00 $12,250.00 $10,500.00 $10,500.00 $1A48.75 $1,448.75 $12,038.00 $12,038.00 $14,000.00 $14,000.00 $4,103.00 $4,103.00 $5,000.00 $5,000.00 $13,900.00 $13,900.00 $2,000.00 $2,000.00 27 6" GATE VALVE AND BOX EA 2 $3,500.00 $7,000.00 $3,000.00 $6,000.00 $3,219.36 $6,439.72 $5,879.00 $11,758.00 $3,500.00 $7,000.00 $5,860.00 $11,720.00 $3,000.00 $6,000.00 $6,425.00 $12,950.00 $8,000.00 $16,000.00 28 CONNECT TO EXISTING STORM SEWER E' $1,400.00 $4,200.00 $1,275.00 $3,825.00 $714.17 $2,142.51 $1,000.00 $3,000.00 $950.00 $2,850.00 $1,890.00 $5,670.00 $3,000.00 $9,000.00 $1,575.00 $4,725.00 $2,200.00 $6,600.00 29 INSTALL 41" RC PI PE SEWER CLASS 3 LF 66 $180.00 $11,880.00 $240.00 $15,840.00 $232.30 $15,331.80 $363.00 $23,958.00 $300.00 $19,800.00 $381.00 $25,146.00 $375.00 $24,750.00 $440.00 $29,040.00 $550.00 $36,300.00 30 GUARD EA __`i $5,200.00 $5,200.00 $6,650.00 $6,650.00 $7,099.92 $7,099.92 $8,743.00 $8,743.00 $16,500.00 $16,500.00 $10,830.00 $10,830.00 $5,500.00 $5,500.00 $10,500.00 $10,500.00 $12,500.00 $12,500.00 31 INSTALL36"RC PIPE CU113 LF 85 $150.00 $12,750.00 $145.00 $12,325.00 $128.82 $10,949.70 $231.00 $19,635.00 $175.00 $14,875.00 $213.00 $18,105.00 $200.00 $17,000.00 $290.00 $23,800.00 $300.00 $25,500.00 32 GUARD EA 1 $4,800.00 $4,800.00 $9,725.00 $9,725.00 $4,881.82 $4,881.82 $6,288.00 $6,288.00 $13,500.00 $13,500.00 $9,312.00 $8,312.00 $7,500.00 $7,500.00 $7,595.00 $7,595.00 $8,500.00 $8,500.00 33 INSTALL 21"RC PIPE CU113 LF 57 $85.00 $4,945.00 $80.00 $4,560.00 $95.76 $5,458.32 $127.00 $7,239.00 $100.00 $5,700.00 $121.00 $6,897.00 $135.00 $7,695.00 $153.00 $9,721.00 $120.00 $6,840.00 34 GUARD $3,200.00 $9,600.00 $2,425.00 $7,275.00 $3,432.37 $10,297.11 $8,398.00 $25,194.00 $3,000.00 $9,000.00 $3,820.00 $11,460.00 $4,500.00 $13,500.00 $10,140.00 $30,420.00 $4,000.00 $12,000.00 35 R-1642 CSTG AND HD PE ADJ RINGS EA 1 $15,000.00 $15,000.00 $16,250.00 $16,25DA0 $19,733.22 $19,733.22 $19,540.00 $19,540.00 $15,000.00 $15,000.00 $18,670.00 $19,670.00 $21,00DA0 $21,000.00 $23,600.00 $23,600.00 $25,000.00 $25,000.00 36 R-1642 CSTG AND HDPE ADJ RINGS $9,200.00 $9,200.00 $7,225.00 $7,225.00 $13,195.77 $13,195.]] $12,419.00 $12,419.00 $8,500.00 $8,500.00 $8,940.00 $8,940.00 $11,000.00 $11,000.00 $15,000.00 $151 $10,000.00 $10,000.00 37 AND HDPE ADJ RINGS EA 1 $5,200.00 $5,200.00 $5,850.00 $5,850.00 $11,779.00 $11,779.00 $7,610.00 $7,610.00 $7,000.00 $7,000.00 $6,400.00 $6,400.00 $9,500.00 $9,500.00 $9,200.00 $9,200.00 $6,500.00 $6,500.00 38 16" DIA STORM MH, 8'DEEP, INCL OCS GRATE $18,000.00 $18,000.00 $32,250.00 $32,250.00 $40,190.21 $40,190.21 $46,703.00 $46,703.00 $41,000.00 $41,000.00 $58,300.00 $58,300.00 $52,000.00 $52,000.00 $56,400.00 $56,400.00 $80,000.00 $80,000.00 39 RI PRAP CLASS CY 24 $160.00 $3,840.00 $100.00 $2,400.00 $139.40 $3,345.60 $100.00 $2,400.00 $125.00 $3,000.00 $110.00 $2,640.00 $200.00 $4,800.00 $141.00 $3,384.00 $125.00 $3,000.00 40 RIPRAP CLASS $170.00 $10,370.00 $100.00 $6,100.00 $133.26 $8,128.86 $100.00 $6,100.00 $125.00 $7,625.00 $110.00 $6,710.00 $200.00 $12,200.00 $141.00 $8,601.00 $125.00 $7,625.00 41 COMMON EXCAVATION CY 935 $30.00 $28,050.00 $17.25 $16,129.75 $24.87 $23,253.45 $18.00 $16,830.00 $23.50 $21,972.50 $22.00 $20,570.00 $20.00 $18,700.00 $35.25 $32,959.75 $30.00 $28,050.00 42 COMMON EMBANKMENT (CV) (P) CY $25.00 $8,250.00 $5.50 $1,815.00 $10.11 $3,336.30 $18.00 $5,940.00 $11.00 $3,630.00 $24.00 $7,920.00 $25.00 $8,250.00 $16.50 $5g45.00 $25.00 $8,250.00 43 AGGREGATE BASE, CLASS 5 TN 101 $30.00 $3,030.00 $25.50 $2,575.50 $38.49 $3,887.49 $29.00 $2,929.00 $40.00 $4,040.00 $38.00 $3,838.00 $25.00 $2,525.00 $78.75 $7,953.75 $55.00 $5,555.00 44 TYPE SPWEA330B 2"-STREET TN 3 $300.00 $900.00 $190.00 $570.00 $815." $2g46A4 $197.00 $591.00 $500.00 $1,500.00 $234.00 $702.00 $500.00 $1,500.00 $200.00 $600.00 , $575.00 $1,725.00 45 TYPESPWEA2406 WEAR 3" TRAIL TN 65 $180.00 $11,700.00 $190.00 $12,350.00 $170.52 $11,083.80 $186.00 $12,090.00 $200.00 $13,000.00 $196.00 $12,740.00 $250.00 $16,250.00 $200.00 $13,00DA0 1221 $14,625.00 46 CONCRETE PEDESTRIAN RAMP SF 80 $31.00 $2,480.00 $28.50 $2,280.00 $12.80 $1,024.00 $32.00 $2,560.00 $55.00 $4,400.00 $89.00 $7,120.00 $30.00 $2,400.00 $34.]5 $2,780.00 $39.00 $3,120.00 47 CONCRETE CURB AND GUTTER, TYPE D412 LF 44 $80.00 $3,520.00 $58.50 $2,574.00 $69.36 $3,051.84 $85.00 $3,740.00 $100.00 $4,400.00 $78.00 $3,432.00 $75.00 $3,300.00 $73.00 $3,212.00 $96.00 $3,784.00 48 TRUNCATED DOME PANEL SF $55.00 $1,320.00 $50.00 $1,200.00 $82.]3 $1,985.04 $91.00 $2,184.00 $90.00 $2,160.00 , $]5.00 $1,800.00 $80.00 $1,920.00 $89.50 $2,148.00 $98.00 $2,352.00 49 SALVAGE AND PLACE TOPSOIL CY 310 $5.00 $1,550.00 $12.25 $3,797.50 $7.44 $2,306.40 $8.00 $2,480.00 $15.00 $4,650.00 $42.00 $13,02DA0 $15.00 :4,650.00 $3500 $10,850.00 $5500 $17,OSD.00 50 TOPSOIL(LV)(IMPORT) Cy $30.00 $600.00 $50.00 $1,000.00 $39.45 $789.00 $40.00 $800.00 $75.00 $1,500.00 , $38.00 $J60.00 $60.11 $1,200.00 $60.00 $1,200.00 $55.00 $1,10(1 51 90%110% SAND COMPOST MIXTURE CY 190 $80.00 $15,200.00 $57.00 $10,830.00 $62.42 $11,859.80 $50.00 $9,500.00 $55.00 $10,450.00 $81.00 $15,390.00 $50.00 $9,500.0. $J400 $14,060.00 $50 Do $9,500.00 52 FERTILIZER TYPE3,AN D CATEGORY 3N BLANKET SY $9.00 $5,148.00 $4.J5 $2,717.00 $2.]0 $1,5".40 $3.50 $2,002.00 $5.00 $2,860.00 L $4.00 $2,288.00 $5.00 $3.00 $1,J1B.OD $5.00 $2,860.00 53 FERTILIZE RTYPE 3, AND CATEGORY 3N BLANKET SY 1J0 $11.00 11,8]O.DD $].JS $1,31J.50 $1500 $2,550.00 13.00 1110.00 $1J.50 11,175.00 $5.00 $850.00 $].DO :2,160.00 $1,190.00 $3.00 $530.00 $5.00 $850.00 54 FERTILIZER LB 121 $3.00 $363.00 $1.25 $151.25 $1.20 $145.20 $2.00 $242.00 $2.50 $302.50 , $3.00 $363.00 $5.00 $605.00 $1.50 $181.50 , $3.00 $363.00 55 TURF ESTABLISHMENT US 1 $2,000.00 $2,000.00 $5,300.00 $5,300.00 11,216.48 $5,256.48 $2,000.00 $2,000.00 $2,500.00 $2,500.00 $3,800.00 $3,800.00 $6,000.00 $6,000.00 $3,100.00 $3,100.00 $10,000.00 $10,000.00 56 ORNAMENTAL TREE 4'HT B&B EA 2 $4]5.00 $950.00 $J50.00 $1,500.00 $]6].18 $1,535.96 $]04.00 $1,408.00 $75C.00 11,500.00 ,$650.00 $1,300.00 $850.00 $1,700.00 $6]5.00 $1,350.00 $150.. $1,3..DO 5J DECIDUOUS TREE 2" CAL B&B EA J :600.00 $4,200.00 $755.00 $5,285.00 $1$054.J7 $J,383.39 $96].OD :6,]69.00 $1,000.00 $],000.00 $J85.00 $5,495.00 $900.00 :6,300.00 $925.00 $6,4J5.00 $BOO.OD $5,600.00 58 CONIFEROUS TREE 6'HT B&B EA 3 $600.00 $1,800.00 $890.00 $2,6]0.00 $952.]] $2,858.31 $8]4.00 $2,622.00 $950.00 $2,850.00 ,$740.00 $2,220.00 $900.00 $2,]00.00 $835.00 $2,505.00 $650.00 $1,950.00 59 STORM DRAIN INLETPROTECTION EA 4 :230.00 $14000 1150.00 $600.00 $128.1D $512.40 $220.00 $880.00 $1J5.00 $J00.00 $200.00 $800.00 $400.00 $1,600.00 $150.00 $600.00 $400.00 $1,600.00 60 STREET SWEEPER (WITH PICKUP BROOM) $200.00 $2,000.00 $200.00 $2,000.00 $265.15 $2,651.50 $100.00 $1,000.00 $1.00 $10.00 , $90.00 $900.00 $200.00 $2,000.00 $150.00 $1,500.00 $200.00 $2,000.00 Total Part I-ER-P31 $413,172.00 $357,594.25 $445,723.22 $460,709.00 $461,947.00 $539,793.03 $557,042.00 $600,223.00 $627,366.00 TOTAL PART I - EVR-P31 $413,111.00 $35],594,21 $445 T"" $538,783.03 $55],042.00 $600,223.00 $62],366.00 TOTAL BASE BID $413,171.00 $35],594.25 $445,123.22 :461,709.00 $460,709.00 :462,94].00 $461,94J.00 $538,783.03 $55J,042.00 $600,223A0 $62J,366.00 Contractor McNamara Contracting In, Blackstone Contractors LLC Krueger Excavating Inc. New Look Contracting, Inc. online Landscaping&Contracting D& D Contracting LLC Sunram Construction Inc. Urban Companies Address 16700 Chippendale Avenue 9520 County Road 19, Ste D P.O. Box J29 14045 Northdale Blvd 29159 Ivywood Trail, Chisago City 73706th st north 20010 75th Ave. North 3781 Labore Rd Address Rosemount, MN 55069 Loretto, MN 55357 Prior Lake, MN 55372 Rogers, MN 55374 Chisago City, MN Princeton, MN 55373 Corcoran, MN 55MO St Paul, MN 55110 Phone 651-322-5500 763-291-7728 952-447-8335 763-241-1596 651-257-2655 763-238-7976 763-420-2140 651248"G0 Representative Mike McNamara Bruce Karvo Nate Krueger Jerrod Sargent Stephan MCLaHerty Dan McConnell Ryan M. Sunram Greg Urban Title President Vice President Vice President Chief Estimator Owner 0.- President Owner Bid Bond 5.00%j 5.001 5.00561 5.00561 5.00%1 5.00561 5.001 5.00% •: 0000 ITEM: 4.N. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Adopt Resolution Awarding Agreement for Project 2025-115, Contract Ash Tree Stump Removal and Sidewalk Replacement Staff Contact: Department / Division: Jeff Lathrop, Streets Superintendent Streets Division ACTION REQUESTED: Adopt resolution awarding agreement for Project 2025-115, Contract Ash Tree Stump Removal and Sidewalk Replacement to Carr's Tree Service, Inc., in the amount $312,430.18. SUMMARY: On April 8, 2025, eight (8) bids were received for the 2025-115, Contract Ash Tree Stump Removal and Concrete Sidewalk Removal project as described within the attached bid tabulation. Base Bids ranged from $312,430.18 to $950,043.00. Carr's Tree Service, Inc., submitted the low bid in the amount of $312,430.18. The low bid was $214,691.82 under the Engineer's estimate of $527,122.00. A standard City agreement will be utilized for this project BACKGROUND: On March 13, 2025, City Council adopted Resolution 2025-40, directing receipt of sealed bids for Project 2025-115, Ash Tree Stump Removal and Sidewalk Replacement. BUDGET IMPACT: Project costs and funding included in the adopted 2025 operating budget are summarized as follows: Estimated Project Costs: Budgeted Cost Awarded Costs Construction Cost $565,217 $ 312,430.18 Construction Contingency 84,783 84,783 Total Estimated Cost $ 650,000 $ 397,213.18 Estimated Project Funding: Future Capital Projects Fund 650,000 397,213.18 Total Estimated Funding $650,000 $ 397,213.18 ATTACHMENTS: Resolution Bid / Quote Tabulation CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION AWARDING AGREEMENT FOR PROJECT 2025-115, CONTRACT ASH TREE STUMP REMOVAL AND SIDEWALK REPLACEMENT WHEREAS, pursuant to an advertisement for bids for improvements identified as Project 2025-115, 2025 Contract Ash Tree Stump Removal and Sidewalk Replacement bids were received, opened and tabulated according to law and the following bids were received complying with the advertisement: (Tabulation attached as Exhibit A), and; WHEREAS, it appears Carr's Tree Service, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and City Clerk are hereby authorized and directed to enter into a contract with Carr's Tree Service, Inc. for its base bid in the amount of $312,430.18 for the completion of Project 2025-115, Contract Ash Tree Stump Removal and Sidewalk Replacement according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. ADOPTED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk Project Name: Contract Ash Tree Stump Removal 8, Sidewalk Replacemen I hereby certify that this is an axon City Project No.: 2025-115 reproduction of bids received. Appl�• Bid Opening: Tuesday, April 8,2025 at 10:00 A. M., C.S.T. Owner: City of Apple Valley e Electronic Bid -Quest CDN Jodie Scheidt P.E. /� Valley Registration No. 49542 C� 1156 YtA Rejected R-ed NO. Item Description Unit Est Quantity Engineer Estimate Unit Price Total Price Um'sTree Service, Inc. Unit Price Total Price Create Construction, LLC Unit Price Total Price Grn Un[recting Unit Price Total Price Rivedand Excavating Unit Price Total Price WindsorUmpanies Unit Price Total Price McNamara Contracting Unit Price Total Price [ree5tary, Inc. Unit Price Total Prit Kevin Casey Contracting, LLC Unit Price Total Price Part 1- CONTRACT ASH TREE STUMP REI 1 MOBILIZATION LS 1 $50,000.00 $50,000.00 $5,000.00 $5,000.00 $11,000.00 $11,000.00 $24,000.00 $24,000.00 $44,000.00 $44,000.00 $40,000.00 $40,000.00 $37,500.00 $37,500.00 $0.00 $0.00 $0.00 $0.00 2 GRUBBING EA 548 $400.00 $219,200.DO $290.00 $158,920.00 $499.00 $273,452.00 $329.00 $180,292.00 $565.00 $309,620.00 $400.00 $219,200.00 $115,080.00 $0.00 $0.00 $0.00 $0.00 3 REMOVE CONCRETE WALK SF 13,252 $3.50 $46,382.00 $1.80 $23,853.60 $4.00 $53,008.00 $3.50 $46,382.00 $5.00 $66,260.00 $12.00 $159,024.00 $8.00 $106,016.00 $0.00 $0.00 $0.00 $0.00 4 5" CONCRETE WALK SF 13,252 $11.00 $145,772.00 $7.15 $94,751.80 $7.50 $99,390.00 $16.15 $214,019.80 $12.25 $162,337.00 $12.00 $159,024.00 $40.00 $530,080.00 $0.00 $0.00 $0.00 $0.00 5 TOPSOIL 50/50 BLEND (LV) CY 696 $75.00 $52,200.00 $30.00 $20,880.00 $50.00 $34,800.00 $57.00 $39,672.00 $32.00 $22,272.00 $35.00 $24,360.00 $130.00 $90,480.00 $0.00 $0.00 $0.00 $0.00 AC 1.74 $3,500.00 $6,090.00 $2,831.40 $4,926.64 $100.00 $174.00 $4,500.00 $7,830.00 $3,000.00 $5,220.00 $20,000.00 $34,800.00 $6,000.00 $10,440.00 $0.00 $0.00 $0.00 ' $0.00 7 SEED MIXTURE 25-131 LB 383 $10.00 $3,830.00 $3.43 $4,885.00 $1,313.69 $2,784.45 $12.00 $9,000.00 $4,596.00 $5,130.00 $7.00 $18,000.00 $2,681.00 $10,260.00 $15.00 $15,000.00 $5,745.00 $8,550.00 $4.23 $14,000.00 $1,620.09 $7,980.00 $9.00 $100,000.00 $3,447.00 $57,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 8 HYDRAULIC SOIL STABILIZER AC 0.57 Total Part 1- CONTRACT ASH TREE IW STTUMP REMOVAL & SIDEWALK $527,122.00 $312,430.18 $481,550.00 $525,136.80 $624,004.00 $646,008.09 $950,043.00 $0.00 $0.00 r gi TOTALPARTI $527,122.00 $312,430.18 $481,550.00 $525,136.80 $624,004.00 $646,008.09 $950,043.00 $0.00 $0.D0 TOTAL BASE BID $527,122.00 $312,430.18 $481,550.00 $525,136.80 $624,004.00 ` $646,008.09 $950,043.00 Contractor Carr's Tree Service, Inc. Create Construction, LLC Grit Contracting Riverland Excavating Windsor Companies McNamara Contracting treeStory, Inc. Kevin Casey Contracting, LLC Enorp Address 307 State Hwy 78 18517100[h Ave N 8786 Egan Or 30692 Highway 58 Blvd 5 Hwy 36 E 16700 Chippendale Box 676 7491 Casey Pkwy Address Ottertail, MN 56571 Maple Grove, MN 55311 Savage, MN 55378 Red Wing, MN Saint Paol, MN Rosemount, MN 55068 D-el, MN 55325 Prior Lake, MN 55372 Phone 218-367-3355 612-802-5194 612457-7763 651-764-9521 651-482-0205 651-322-5500 612-607-0041 952-292-7732 Representative Jake Carr Jon, Gunderson Caroline Goodman Mark Schoenfelder Noah Johnston Mike McNamara Mark Kiristo Kevin Casey Title CEO ` President President President Asst. Maintenance Mgr President President President Bid Bond 5.00%1 5.00%1 5.00% 5.00%1 5.00%1 5.00% •: 0000 ITEM: 4.0. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve Change Order No. 31 to Agreement with Terra General Contractors, LLC, d/b/a Terra Construction, for Project 2024-187, Family Aquatic Center Improvements (2023 Parks Bond Referendum) Staff Contact: Department / Division: Eric Carlson, Parks & Recreation Director Parks and Recreation Department ACTION REQUESTED: Approve the following Change Order to the agreement with Terra General Contractors, LLC, d/b/a Terra Construction, for Project 2024-187, Family Aquatic Center Improvements (2023 Parks Bond Referendum): 1. Change Order No. 31 in the amount of an additional $152,900.00 for the replacement of the irrigation system. SUMMARY: The City is using the construction manager at risk (CMAR) project delivery method to complete Project 2024-187, Family Aquatic Center Improvements*, and Terra Construction is our CMAR. At the Sept. 12, 2024, meeting, the City Council authorized Parks & Recreation Director Eric Carlson to approve change orders under $20,000. This change order is over the authorized amount and therefore we are seeking City Council approval on the change order. CO 31: Irrigation system replacement (add $152,900.00) Total change: Addition of $152,900.00 *Project 2024-187, Family Aquatic Center Improvements, was formerly known as Project 2024-115, Family Aquatic Center Improvements. BACKGROUND: For the last several years, the City of Apple Valley has worked with the community to determine the future needs and desires residents have for parks and recreation services. In November 2023, Apple Valley voters approved two separate questions in a special election, authorizing a total of $73.25 million to invest in parks, trails, natural resources, Kelley Park, Redwood Park, Hayes Arena, the Apple Valley Family Aquatic Center, the Apple Valley Community Center and Senior Center, a youth baseball/softball complex at Hayes Park, and a community pool at Redwood Park. It will take four to six years to implement the improvements approved by voters. As we develop projects, we will involve residents in the planning process. Information on plans and construction progress will be provided on our website so residents can see what work is planned for each location and how the referendum dollars are being spent. BUDGET IMPACT: Funding for the AVFAC project comes from the successful 2023 Parks Bond Referendum. ATTACHMENTS: Change Order Document(s) Terra MI CONSTRUCTION Change Order Request. COR031 Project Name: Apple Valley Family Aquatic Center Terra Project Number: 24-834 Project Address:14421 Jonny Cakes Ridge Road Apple Valley, MN 55124 Owner / Customer: City of Apple Valley Date: April 15, 2025 COR031: New Irrigation System Scope of Work: Provide a completely new irrigation system with new mains and 2-wire controls throughout the project. Cost Code Cost Code Description Vendor Name Amount 32-9050 Landscaping & Irrigation Greenscape Companies, Inc. $149,975.00 99-9999 Fee $ 2,925.00 Total: $152,900.00 If you have any questions, please contact Terra Construction as soon as possible so any discrepancies can be addressed. Please advise if Terra construction is to proceed with this change. This price is void if not accepted by: Schedule Impact Day(s): OWNER SIGNATURE: DATE: Page 1 of 1 *a* 0000 *000 000, Apple 11111121181 COUNCIL MEETING DATE: SECTION: Loa April 24, 2025 Consent Agenda Description: Approve Claims and Bills Staff Contact: Department / Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Approve claims and bills. SUMMARY: Attached for City Council review and approval are check registers for recent claims and bills. BACKGROUND: N/A BUDGET IMPACT: Check registers dated April 2, 2025, and April 9, 2025, in the amounts of $1,834,161.57, and $2,391,618.59, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 34127 4/4/2025 100101 ACE HARDWARE 2.19- DISCOUNT 21.99 AVCC LED LIGHT BULB 1.39- DISCOUNT 12.60 PATROL SUPPLIES 2.69- DISCOUNT 26.99 GUN CLEANING 55.31 PO # CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Doc No Inv No Account No 486511 350134100210 1900.6333 486511 350134100210 1900.6229 486513 350135100084 1210.6333 486513 350135100084 1210.6229 486512 350135100189 1210.6333 486512 350135100189 1210.6229 34128 4/4/2025 150442 ADVANCED ENGINEERING & ENVIRO 717.00 HSP REHAB QUOTE PACKAGE 486420 101428 1,231.25 SCADA SYSTEM REPAIRS 486421 101503 1,231.25 SCADA SYSTEM REPAIRS 486421 101503 1,231.25 SCADA SYSTEM REPAIRS 486421 101503 4,410.75 34129 4/4/2025 153995 AMAZON CAPITAL SERVICES 41.00 3 ICE SCOOPS 91.00 IPAD CHARGING CORDS 112.57 IMPACT DRIVER 79.08 SHELF DIVIDERS 281.40 CLEANING PRODUCTS SHOP TOOLS 269.55 136.70 GUN CLEANING SUPPLIES 27.39 30.70 LIFEGUARD EQUIPMENT 13.91 GUN CLEANING SUPPLIES 139.95 1000' ETHERNET CABLE 196.90- LIFEGUARD UNIFORM CREDIT 65.20- CREDIT/RETURN FOR WHITE BOARD 314.75 LIFEGUARD UNIFORMS 1,275.90 486518 11QPLVKV4G77 486518 11 QPLVKV4G77 486716 11YN9WLYIXQP 486413 14HLKFL4KJIJ 486714 1 GK1 PPCDHWDJ 486507 1JT7RXGTPQXT 486499 1P36XF6N6QGF 486725 1PTXFQ6Y3JYQ 486508 1QFM6G4C4RCM 486500 1T4JJXF7JY13 486504 1VL3Y6166FTM 486509 1 WF6PTCJCYML 486521 1 WXN 1 J WYX9N3 486510 1 XYXH NMQL6D 1 34130 4/4/2025 158627 APPLE VALLEY FIREFIGHTERS RELIEF (ACH) 4,000.00 SUPPLEMENTAL PASS THRU AID 486412 20250325 4,000.00 34131 4/4/2025 150791 BALD MAN BREWING 204.00 BEER#1 00052212 486540 8898 204.00 5325.6735 5305.6249 5365.6249 5505.6249 1540.6229 5305.6211 1720.6211 5095.6229 1540.6229 1940.6281 1200.6215 1770.6229 1940.6229 1200.6215 2012.6229 1940.6281 1920.6210 1940.6281 1365.6319 5015.6530 Subledger Account Description GENERAL -CASH DISCOUNTS GENERAL SUPPLIES GENERAL -CASH DISCOUNTS GENERAL SUPPLIES GENERAL -CASH DISCOUNTS GENERAL SUPPLIES 4/2/2025 9:59:49 Page - 1 Business Unit AV COMMUNITY CENTER AV COMMUNITY CENTER POLICE FIELD OPERATIONS/PATROL POLICE FIELD OPERATIONS/PATROL POLICE FIELD OPERATIONS/PATROL POLICE FIELD OPERATIONS/PATROL 2024124W CAPITAL OUTLAY -OTHER IMPROVEME WATER TREATMENT FCLTY MNTC/RPR OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY OTHER CONTRACTUAL SERVICES SEWER MGMT/REPORTS/DATA ENTRY OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS GENERALSUPPLIES SMALL TOOLS & EQUIPMENT SMALL TOOLS & EQUIPMENT GENERAL SUPPLIES GENERAL SUPPLIES UNIFORM/CLOTHING ALLOWANCE EQUIPMENT -PARTS GENERAL SUPPLIES GENERAL SUPPLIES EQUIPMENT -PARTS GENERAL SUPPLIES UNIFORM/CLOTHING ALLOWANCE OFFICE SUPPLIES UNIFORM/CLOTHING ALLOWANCE CMF BUILDINGS & GROUNDS MNTC WATER MGMT/REPORT/DATA ENTRY PARK GROUNDS MAINTENANCE LIQUOR #3 OPERATIONS CMF BUILDINGS & GROUNDS MNTC AQUATIC SWIM CENTER POLICE MANAGEMENT PARK GENERAL MAINTENANCE AQUATIC SWIM CENTER POLICE MANAGEMENT CABLE TV JOINT POWERS AQUATIC SWIM CENTER SENIOR CENTER AQUATIC SWIM CENTER REIMBURSEMENT OF REV COLL FOR FIRE RELIEF BEER LIQUOR #1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 2 Council Check Register by Invoice & Summary 3113/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 34132 4/4/2025 155342 BARREL THEORY BEER CO Continued... 427.00 BEER#3 00052690 486541 6007 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 519.00 BEER#3 00052690 486542 6069 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 631.00 BEER#3 00052690 486543 6110 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 1,577.00 34133 4/4/2025 145855 BENT BREWSTILLERY 350.00 BEER#1 00051698 486544 14790 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 350.00 34134 414/2025 157857 BETTER BEV CO LLC 1.228.50 THC/CBD#1 00052889 486545 374 5015.6515 THC/CBD LIQUOR #1 STOCK PURCHASES 1,228.50 34135 414/2025 157587 BIX PRODUCE COMPANY LLC 304.84 NO TAX#1 00052874 486546 6559087 6015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 304.84 34136 4/4/2025 142897 BOLTON & MENK, INC. 1,111.50 FINAL DESIGN - HAYES STORM 486422 352392 5505.6235 2024102D CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 29,594.00 FINAL DESIGN 486423 352394 2027.6235 2025101 R CONSULTANT SERVICES ROAD ESCROW 3,632.50 FINAL DESIGN 486424 352395 2027.6235 2025105R CONSULTANT SERVICES ROAD ESCROW 427.50 FINAL DESIGN 486425 352396 2027 6235 2026101G CONSULTANT SERVICES ROAD ESCROW 23,706.00 FINAL DESIGN 486426 352399 2027.6235 2025109R CONSULTANT SERVICES ROAD ESCROW 498.00 RECORD PLAN GIS - POND 486427 352400 4432.6235 2021154G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 12,095.50 FINAL DESIGN 486428 352401 4502.6235 2025112G CONSULTANT SERVICES IMPROVEMENTS -ASSESSED 1,923.50 CONSTRUCTION STAKING 486429 352403 4432.6235 2021172G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 3,384.00 KELLEY PARK SURVEYING 486466 358214 2349.6235 PR230064 CONSULTANT SERVICES KELLEY PARK 4,206.50 REDWOOD PARK SURVEYING 486466 358214 2360.6235 PR230064 CONSULTANT SERVICES REDWOOD PARK 80,579.00 34137 4/4/2025 143314 CLEAR RIVER BEVERAGE 259.85 BEER#1 00051160 486601 796116 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 373.90 THC#3 00051160 486608 796674 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 471.00 BEER#3 00051160 486609 796674 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 90.00 TAX#3 00051160 486610 796674 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 103.60 BEER#2 00051160 486605 796822 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 86.83- CMBEER#2 00051160 486606 796823 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 332.06 THC#2 00051160 486607 796824 5055.6515 THC/CBD LIQUOR #2 STOCK PURCHASES 36.50- CMBEER#3 00051160 486611 797838 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 1,581.28 THC#3 00051160 486612 797839 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 3 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 34137 4/4/2025 143314 CLEAR RIVER BEVERAGE Continued... 388.00 BEER#3 00051160 486613 797839 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 34.00 TAX#3 00051160 486614 797839 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 544.00 BEER#1 00051160 486602 797976 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 237.50 BEER#1 00051160 486603 798973 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 170.00 THC#1 00051160 486604 799125 5015.6515 THC/CBD LIQUOR #1 STOCK PURCHASES 4,461.86 34138 414/2025 122849 DAKOTA 911 3.770.00 DAKOTA 911-CAPITAL PROJ--APR 486497 AR0000000567 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 80,407.00 DAKOTA 911 FEE -APR 486497 AR0000000567 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 84,177.00 34139 4/4/2025 159121 DANGEROUS MAN BREWING CO 710.00 THC#1 00052995 486615 7261 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 72.00 BEER#1 00052995 486616 7261 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 585.00 BEER#3 00052995 486618 7263 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 192.00 BEER#2 00052995 486617 7313 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 1,559.00 34140 414/2025 101365 ECM PUBLISHERS INC 49.50 PH -CANNABIS AMENDMENT 486457 1040830 1015.6239 2025133L PRINTING CITY CLERK/ELECTIONS 54.45 PH -ORCHARD PLACE 3D ADD 486458 1040831 1015.6239 2025139L PRINTING CITY CLERWELECTIONS 49.50 PH -ORCHARD PLACE 3RD ADD 486456 1040832 1015.6239 2025139L PRINTING CITY CLERWELECTIONS 153.45 34141 414/2025 100685 EMERGENCY APPARATUS MAINTENANC 428.93 TFT INTAKE PARTS - 4982 486483 135751 1350.6215 EQUIPMENT -PARTS FIRE VEHICLE MAINTENANCE 428.93 34142 414/2025 100157 FACTORY MOTOR PARTS CO 127.00 PARTS - #912 486720 110578462 1210.6215 EQUIPMENT -PARTS POLICE FIELD OPERATIONS/PATROL 186.80 PARTS - #917 486719 75517833 1210.6215 EQUIPMENT -PARTS POLICE FIELD OPERATIONSIPATROL 313.80 34143 41412025 120313 FASTENAL COMPANY 564.53 VARSITY 1 BATTING CAGE HOOKS 486470 MNLAK209702 1780.6229 GENERAL SUPPLIES PARK HIGH SCHOOL #4 FIELDS 564.53 34144 414/2025 101056 FORCE AMERICA DISTRIBUTING LLC 882.00- PARTS-#382 485340 CM0012003347 1610.6215 EQUIPMENT -PARTS STREET/BOULEVARD REPAIR & MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 41212025 9:59:49 Council Check Register by GL Page - 4 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 34144 4/412025 101056 FORCE AMERICA DISTRIBUTING LLC Continued... 1.066.26 PARTS- #325 486515 IN0012049089 1630.6215 EQUIPMENT -PARTS STREET EQUIPMENT MAINTENANCE 30.49 PARTS -#322 486043 IN0012049338 1630.6215 EQUIPMENT -PARTS STREET EQUIPMENT MAINTENANCE 567.00 PARTS - #310 486418 IN0012051328 1630.6215 EQUIPMENT -PARTS STREET EQUIPMENT MAINTENANCE 781.75 34145 41412025 161157 GLOBAL RESERVE LLC 178.00 THC/CBD#2 00053020 486627 15385 5055 6515 THC/CBD LIQUOR #2 STOCK PURCHASES 480.00 THC/CBD#3 00053020 486628 15446 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 66.00 THC/CBD#3 00053020 486629 15517 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 724.00 34146 41412025 151467 INBOUND BREWCO 225.00 BEER#1 00052257 486654 242174 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 225.00 34147 4/4/2025 154176 JAMAR COMPANY _ 1,155.00 MC ROOF REPAIR 486430 273247 1060.6266 REPAIRS -BUILDING MUNICIPAL BLDG & GROUNDS MNTC 1.155.00 34148 4/4/2025 111243 JERRY S TRANSMISSION SERVICE INC 2,266.58 DEF HEAD UNIT - 4981 486480 45061 1350.6215 EQUIPMENT -PARTS FIRE VEHICLE MAINTENANCE 2,266.58 34149 4/4/2025 151539 JUNKYARD BREWING CO. LLC 337.00 BEER#3 00052261 486665 7619 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 337.00 34150 41412025 154223 LIGHTNING DISPOSAL, INC. 483.55 DUMPSTER 486473 747674 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 483.56 DUMPSTER 486473 747674 1600.6240 CLEANING SERVICE/GARBAGE REMOVSTREET MANAGEMENT 967.11 34151 414/2025 100021 M AMUNDSON LLP 223.48 NTAX#1 00044390 486666 399857 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 617.85 TAX#1 00044390 486667 399857 5015 6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 116.54 TAX#2 00044390 486668 400083 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 1,496.93 NTAX#2 00044390 486669 400083 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 2,454.80 34152 4/412025 100293 MACQUEEN EQUIPMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34152 414/2025 100293 MACQUEEN EQUIPMENT 215.50 4-GAS - CALIBRATION GAS 486441 P45853 1330.6229 215.50 34153 4/4I2025 152514 MEGA BEER LLC 432.10 THC#3 00052423 486676 22004 5085.6515 1,861.70 BEER#3 00052423 486677 22004 5085.6530 613.50 BEER#3 00052423 486678 22502 5085.6530 74.25- BEER#3 00052423 486679 22502 5085.6530 78.00 THC#1 00052423 486673 22505 5015.6515 110.45 BEER#1 00052423 486674 22505 5015.6530 356.75 BEER#1 00052423 486675 22802 5015.6530 3,378.25 34154 4/4/2025 100311 METRO COUNCIL ENVIRONMENTAL SV 2,234.48 MCES WTP STRENGTH CHARGE 486433 1185028 5325.6399 2,234.48 34155 4/4/2025 151869 MODIST BREWING CO LLC 138.40 BEER#1 00052303 486670 57495 5015.6530 378.35 BEER#3 00052303 486672 57498 5085.6530 567.49 BEER#2 00052303 486671 57685 5055.6530 1,084.24 34156 414/2025 100348 MTI DISTRIBUTING CO 1,013.47 SANDPRO PARTS 486474 146457900 1765.6215 482.82 GRAVEL BED NURSERY 486468 146462000 1720.6229 1,496.29 34157 414/2025 158480 NEW LINE MECHANICAL INC 23,182.66 FS 2 FINAL PAYMENT 486415 20241031 4432.6810 23,182.66 Subledger Account Description Continued... GENERAL SUPPLIES 4/2/2025 9:59:49 Page - 5 Business Unit FIRE OPERATIONS THC/CBD LIQUOR #3 STOCK PURCHASES BEER LIQUOR #3 STOCK PURCHASES BEER LIQUOR #3 STOCK PURCHASES BEER LIQUOR #3 STOCK PURCHASES THCICBD LIQUOR #1 STOCK PURCHASES BEER LIQUOR #1 STOCK PURCHASES BEER LIQUOR #1 STOCK PURCHASES OTHER CHARGES WATER TREATMENT FCLTY MNTC/RPR BEER LIQUOR #1 STOCK PURCHASES BEER LIQUOR #3 STOCK PURCHASES BEER LIQUOR #2 STOCK PURCHASES EQUIPMENT -PARTS PARK EQUIPMENT MAINTENANCE GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 34158 414/2025 152928 NORTH STAR HEMP LLC 404.00 THC#2 00053117 486683 31225 5055.6515 THC/CBD 319.00 THC#1 00053117 486682 312253 5015.6515 THC/CBD 723.00 34159 4/4/2025 100262 PING 126.00 PING GOLF BAG 486445 18116174 2260.6411 GOLF -BAGS & UMBRELLAS 43.20 TOWELS 486450 18138583 2260.6418 GOLF -PRO SHOP OTHER LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description 34159 4/4/2025 100262 PING Continued... 169.20 34160 414/2025 150718 PRO-TEC DESIGN, INC 274.50 REPAIR PD ELEVATOR READER 486444 118280 1060.6265 274.50 34161 4/4/2025 100393 PUMP AND METER SERVICE INC 953.29 OIL METER 486419 4003582 1530.6211 953.29 34162 4/4/2025 122110 REINDERS INC 168.80 CHEMICALS 486451 323825000 2235.6214 168.80 34163 41412025 120496 RENT N' SAVE PORTABLE SERVICES 56.00 PORTABLE TOILETS 486438 82002 1720.6310 56.00 34164 4/412025 144815 RIHM KENWORTH 28.36 PARTS - 4327 486724 2197005A 1630.6215 28.36 34165 4/4/2025 152480 RMB ENVIRONMENTAL LAB 228.00 WATER QUALITY SAMPLES 486517 B016567 5505.6235 228.00 34166 414/2025 100829 SHAMROCK GROUP INC 138.52 NO TAX#2 00052880 486694 3124665 5055.6545 65.16 NO TAX#3 00052880 486697 3126441 5085.6545 125.60 NO TAX#2 00052880 486695 3128261 5055.6545 156.90 NO TAX#3 00052880 486698 3128262 5085.6545 152.88 NO TAX#1 00052880 486692 3128268 5015.6545 238.16 NO TAX#1 00052880 486693 3129994 5015.6545 24.96 NO TAX#2 00052880 486696 3129995 5055.6545 77.00 CO2 SERVICE 486447 3131004 2270.6249 979.18 34167 41412025 119875 SOUTH METRO RENTAL 14.02 CHAINSAW RPR 486715 138780 1610.6229 14.02 REPAIRS -EQUIPMENT SMALL TOOLS & EQUIPMENT CHEMICALS RENTALEXPENSE EQUIPMENT -PARTS CONSULTANT SERVICES 4/2/2025 9:59:49 Page - 6 Business Unit MUNICIPAL BLDG & GROUNDS MNTC FLEET & BUILDINGS-CMF GOLF COURSE MAINTENANCE PARK GROUNDS MAINTENANCE STREET EQUIPMENT MAINTENANCE STORM DRAIN MNTC/RPR/SUMPS NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES OTHER CONTRACTUAL SERVICES GOLF FOOD & BEVERAGE GENERAL SUPPLIES STREET/BOULEVARD REPAIR & MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description 34167 4/4/2025 119875 SOUTH METRO RENTAL Continued... 34168 4/4/2025 145118 STEEL TOE BREWING, LLC 110.00 BEER#1 00051551 486699 59485 5015.6530 BEER 185.00 BEER#2 00051551 486701 59620 5055.6530 BEER 136.00 BEER#1 00051551 486700 59733 5015.6530 BEER 431.00 34169 4/4/2025 158542 STRATUS BUILDING SOLUTIONS OF ST PAUL 4/2/2025 9:59:49 Page - 7 Business Unit LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES 459.53 CLEANING SERVICES DEC'24 486489 13329 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 459.53 CLEANING SERVICES JAN 486487 13545 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 459.53 CLEANING SERVICES FEB 486488 13785 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 1,378.59 34170 414/2025 100457 STREICHERS INC 139.98 EXPLORER UNIFORMS 486501 11752818 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 139.98 34171 4/4/2025 121326 SUMMIT FIRE PROTECTION 586.60 HOOD INSPECTION 486490 3118859 2215 6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 586.60 34172 4/4/2025 158145 TERRA CONSTRUCTION 30,572.44 AVFAC FOOD SERVICE EQUIP 486465 24834006 2306.6740 PR230032 CAPITAL OUTLAY-MACH/EQUIP/OTHE APPLE VALLEY AQUATIC CENTER 57,070.70 AVFAC CM SOFT COSTS AND FEE 486465 24834006 2306.6235 PR230064 CONSULTANT SERVICES APPLE VALLEY AQUATIC CENTER 78,880.00 AVFAC SOLAR 486465 24834006 2306.6715 PR230038 CAPITAL OUTLAY -BUILDINGS APPLE VALLEYAQUATIC CENTER 82,443.44 AVFAC BUILDING & MEP 486465 24834006 2306.6715 PR230001 CAPITAL OUTLAY -BUILDINGS APPLE VALLEYAQUATIC CENTER 82,443.44 AVFAC BUILDING & MEP 486465 24834006 2306.6715 PR230002 CAPITAL OUTLAY -BUILDINGS APPLE VALLEY AQUATIC CENTER 132,000.00 AVFAC POOL EQUIP & STRUCTURES 486465 24834006 2306.6735 PR230007 CAPITAL OUTLAY -OTHER IMPROVEME APPLE VALLEYAQUATIC CENTER 463,410.02 34173 4/4/2025 100481 TRI-STATE BOBCAT INC 54.53 PARTS - #347 54.53 34174 4/4/2025 100486 TWIN CITY GARAGE DOOR CO 1,778.00 GARAGE DOOR REPAIR - CMF 1.778.00 34175 414/2025 101123 USA BLUE BOOK 879.05 WTP HIGH SERVICE PUMP PARTS 486726 P34719 1630.6215 486431 400056237 1530.6266 486417 INVO0644415 5325.6215 EQUIPMENT -PARTS STREET EQUIPMENT MAINTENANCE REPAIRS -BUILDING FLEET & BUILDINGS-CMF EQUIPMENT -PARTS WATER TREATMENT FCLTY MNTC/RPR R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34175 4/4/2025 101123 USA BLUE BOOK 879.05 34176 414/2025 158620 VENN BREWING COMPANY 50.00 BEER#2 00052964 486705 8342 5055.6530 50.00- CMBEER#2 00052964 486706 8342 5055.6530 303.00 BEER#1 00052964 486704 8505 5015.6530 303.00 34177 414/2025 154455 WILD MIND ARTISAN ALES 540.00 THC/CBD#1 00052611 486707 1146 5015.6515 540.00 THC/CBD#2 00052611 486708 1147 5055.6515 1,080.00 322672 3127/2025 162934 CTI 210,150.55 PD OPS LOW VOLTAGE DOWNPAYMENT 486442 PINV019711 4432.6810 210,150.55 322673 412/2025 147492 ACUSHNET COMPANY 2,810.75 TITLEIST GOLF BALLS 486477 919940673 2260.6412 2,146.50 TITLEIST GOLF BALLS 486478 919940674 2260.6412 1,218.00 TITLEIST GOLF BALLS 486479 919943467 2260.6412 287.50 PINNACLE BALLS 486446 919959663 2260.6412 124.50 TITLEIST BALLS 486448 920019791 2260.6412 318.72 STAFF APPAREL 486455 920027435 2205.6281 6,905.97 322674 412/2025 125174 ARTISAN BEER COMPANY 203.20 BEER#2 00047806 486534 3750769 5055.6530 68.52 THC#2 00047806 486535 3750770 5055.6515 484.40 BEER#1 00047806 486527 3751950 5015.6530 30.75 TAX#1 00047806 486528 3751951 5015.6540 1,117.40 THC#1 00047806 486529 3751952 5015.6515 1,331.75 BEER#3 00047806 486537 3751953 5085.6530 327.60 BEER#1 00047806 486530 3753639 5015.6530 64.60 THC#1 00047806 486531 3753640 5015.6515 1,356.95 BEER#2 00047806 486536 3753641 5055.6530 728.85 BEER#3 00047806 486538 3753642 5085.6530 438.55 THC/CBD#3 00047806 486539 3753643 5085.6515 2,296.55 BEER#1 00047806 486532 3755151 5015 6530 431.00 THC#1 00047806 486533 3755152 5015.6515 Subledger Account Description Continued... BEER BEER BEER THC/CBD THC/CBD 4/2/2025 9:59:49 Page - 8 Business Unit LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP GOLF -BALLS GOLF PRO SHOP MERCH SALES GOLF -BALLS GOLF PRO SHOP MERCH SALES GOLF -BALLS GOLF PRO SHOP MERCH SALES GOLF -BALLS GOLF PRO SHOP MERCH SALES GOLF -BALLS GOLF PRO SHOP MERCH SALES UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT BEER THC/CBD BEER TAXABLE MISC FOR RESALE THC/CBD BEER BEER THC/CBD BEER BEER THC/CBD BEER THC/CBD LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES R55CKR2 LOGIS101 Check # Date 322674 41212025 322675 4/2/2025 322676 4/212025 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3113/2025 -- 4/4/2025 Amount Supplier / Explanation PO # Doc No Inv No Account No 125174 ARTISAN BEER COMPANY 50.00- CMBEER#1 00047806 486525 415706 5015.6530 69.20- CMBEER#1 00047806 486526 415707 5015.6530 8,760.92 163453 AV FIREFIGHTERS RELIEF ASSOC 1,542.00 BANQUET 486443 20250222 1,542.00 149274 B & H PHOTO -VIDEO 1,740.75 CHAMBER ASSISTED LISTENING 486484 232637052 1,740.75 322677 412/2025 163461 BLAKE DRILLING COMPANY INC 16,185.00 140 SEWER BY-PASS 486434 INV250032 16,185.00 322678 4/2/2025 100072 BRAUN INTERTEC CORPORATION 1,999.75 RADON MITIGATION FOR PD SITE 486461 B421995 1,999.75 322679 412/2025 100296 BREAKTHRU BEVERAGE MIN - BEER 4,783.45 BEER#2 00000105 486566 120079051 6,562.30 BEER#2 00000105 486567 120178797 16,129.10 BEER#1 00000105 486547 120401742 88.80 TAX#1 00000105 486548 120401743 67.60 BEER#2 00000105 486572 120401996 21.60 BEER#1 00000105 486550 120401997 8,348.55 BEER#3 00000105 486579 120402041 479.45 TAX#3 00000105 486580 120402042 54.00 LIQ#3 00000105 486581 120402043 30.80 BEER#2 00000105 486571 120402140 284.00 BEER#1 00000105 486549 120402243 6,362.10 BEER#2 00000105 486576 120510128 185.60 TAX#2 00000105 486577 120510129 10,715.10 BEER#1 00000105 486554 120510224 261.75 TAX#1 00000105 486555 120510225 12,434.60 BEER#3 00000105 486586 120510424 389.45 BEER#3 00000105 486587 120510425 235.00 LIQ#3 00000105 486588 120510426 1.674.00 BEER#3 00000105 486592 120571851 1300.6399 4812.6740 5375.6735 4432.6235 5055.6530 5055.6530 5015.6530 5015.6540 5055.6530 5015.6530 5085.6530 5085.6540 5085.6510 5055.6530 5015.6530 5055.6530 5055.6540 5015.6530 5015.6540 5085.6530 5085.6530 5085.6510 5085.6530 Subledger Account Description Continued... BEER BEER OTHER CHARGES 41212025 9:59:49 Page - 9 Business Unit LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES FIRE MANAGEMENT CAPITAL OUTLAY-MACH/EQ/OTHER PEG -CABLE CAPITAL EQUIPMENT 2025127S CAPITAL OUTLAY -OTHER IMPROVEME SEWER MAINTENANCE AND REPAIR 2021172G CONSULTANT SERVICES BEER BEER BEER TAXABLE MISC FOR RESALE BEER BEER BEER TAXABLE MISC FOR RESALE LIQUOR BEER BEER BEER TAXABLE MISC FOR RESALE BEER TAXABLE MISC FOR RESALE BEER BEER LIQUOR BEER 2024A CAPITAL PROJECTS CIP EXP LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Council Check Register by Invoice & Summary 3113/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No 322679 41212025 100296 BREAKTHRU BEVERAGE MIN - BEER 68.00 BEER#3 00000105 486593 120571852 3,929.75 BEER#3 00000105 486594 120620300 720.00 LIQ#3 00000105 486595 120620301 64.65 TAX#3 00000105 486596 120620302 14,691.82 BEER#1 00000105 486559 120620306 231.20 TAX#1 00000105 486560 120620307 915.00 LIQ#1 00000105 486561 120620308 18.40- CMBEER#2 00000105 486568 413283562 87.00- CMBEER#2 00000105 486569 413295381 32.00- CMBEER#2 00000105 486570 413300715 39.96- CMBEER#3 00000105 486582 413330802 102.40- CMBEER#3 00000105 486583 413343208 21.00- CMBEER#3 00000105 486584 413343209 12.80- CMBEER#3 00000105 486585 413343212 20.00- CMBEER#2 00000105 486573 413343215 128.00- CMBEER#1 00000105 486551 413343219 86.40- CMBEER#1 00000105 486552 413343220 13.60- CMBEER#1 00000105 486553 413343222 10.00- CMBEER#2 00000105 486574 413355795 20.00- CMBEER#2 00000105 486575 413355996 40.72- CMBEER#1 00000105 486557 413355997 116.80- CMBEER#3 00000105 486589 413361845 113.10- CMBEER#3 00000105 486590 413361846 11.92- CMBEER#3 00000105 486591 413361847 81.20- CMBEER#1 00000105 486556 413361848 12.80- CMBEER#1 00000105 486558 413361849 11.60- CMBEER#2 00000105 486578 413369024 272.00- CMBEER#3 00000105 486598 413379928 32.30- CMBEER#3 00000105 486599 413379929 136.40- CMBEER#1 00000105 486565 413379933 12.30- CMBEER#3 00000105 486597 413381187 12.40- CMTAX#1 00000105 486562 413381192 4.70- CMBEER#1 00000105 486563 413381193 5.38- CMBEER#1 00000105 486564 413381194 18.40- CMBEER#3 00000105 486600 413387669 88,254.09 322680 41212025 120367 CDA-DAKOTA COUNTY 9.000.00 OTB 2025 PARTICIPATION FEE 486494 20250315 Account No Subledger 5085.6530 5085.6530 5085.6510 5085.6540 5015.6530 5015.6540 5015.6510 5055.6530 5055.6530 5055.6530 5085.6530 5085.6530 5085.6530 5085.6530 5055.6530 5015.6530 5015.6530 5015.6530 5055.6530 5055.6530 5015.6530 5085.6530 5085.6530 5085.6530 5015.6530 5015.6530 5055.6530 5085.6530 5085.6530 5015.6530 5085.6530 5015.6540 5015.6530 5015.6530 5085.6530 3212.6235 Account Description Continued... BEER BEER LIQUOR TAXABLE MISC FOR RESALE BEER TAXABLE MISC FOR RESALE LIQUOR BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER BEER TAXABLE MISC FOR RESALE BEER BEER BEER CONSULTANT SERVICES Page - 10 Business Unit LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES EDA OPERATION 9,000.Uu R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 322680 41212025 120367 CDA-DAKOTA COUNTY 322681 4/2/2025 163374 CENTRAL TRAILER SALES 3,388.93 TRAILER FOR ATHLETICS 484959 39881 1715.6211 3,388.93 322682 4/2/2025 100282 CINTAS CORPORATION 155.75 CINTAS LINENS 486452 4224344644 2270.6240 9.50 SHOP COVERALLS 486717 4224705211 1630.6281 13.51 PARKS COVERALLS 486717 4224705211 1710.6281 44.48 STREETS COVERALLS 486717 4224705211 1600.6281 155.75 CINTAS LINENS 486453 4225116007 2215.6240 3.84 ENTRY RUG REPLACEMENT 486522 4225349519 1920.6240 382.83 322683 412/2025 100096 CITY WIDE WINDOW SERVICES 32.44 WINDOW CLEANING 486514 743689 5095.6240 32.44 322684 4/2/2025 102832 CLUBPROCURE 16000 PROCURE DUES 486449 INV134138 2205.6280 160.00 322685 4/212025 101470 COBRA PUMA GOLF 78.62 FREIGHT ON RESALE 486486 G4030207 2260.6424 1,882.50 PUMA CLOTHING AND HEADWEAR 486486 G4030207 2260.6413 1,961.12 322686 4/2/2025 130960 COLDSPRING GRANITE COMPANY 1,888.47 CREMATION BOULDER 486407 R12351476 5605.6326 1.888.47 322687 4/2/2025 100114 CUB FOODS 59.96 DONUTS FOR TRAINING EVENT 486454 160409158831 5315.6210 59.96 322688 4/2/2025 143882 CULLIGAN 108.00 AVCC WATER SOFTENER LEASE 486435 157986603353FEB 1900.6249 25 108.00 Subledger Account Description Continued... SMALL TOOLS & EQUIPMENT 4/2/2025 9:59:49 Page - 11 Business Unit PARK ATHLETIC FIELD MAINTENANC CLEANING SERVICE/GARBAGE GOLF FOOD & BEVERAGE UNIFORM/CLOTHING ALLOWANCE FLEET & BUILDINGS-CMF UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING CLEANING SERVICE/GARBAGE REMOVSENIOR CENTER CLEANING SERVICE/GARBAGE REMOVLIQUOR #3 OPERATIONS DUES & SUBSCRIPTIONS GOLF MANAGEMENT GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES CREMATION BOULDER OFFICE SUPPLIES CEMETERY WATER TRAINING/SCHOOL/MEETINGS OTHER CONTRACTUAL SERVICES AV COMMUNITY CENTER R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 322689 412/2025 100123 DAKOTA COUNTY FINANCIAL SERVIC 23.33 800 MHZ FEES FEB (1) 486463 5503279 1600.6249 23.33 800 MHZ FEES FEB (1) 486463 5503279 1600.6249 46.66 800 MHZ FEES FEB (2) 486463 5503279 1530.6249 1,353.14 800 MHZ FEES FEB (58) 486463 5503279 1330.6249 2,286.34 800 MHZ FEES FEB (98) 486463 5503279 1200.6280 23.33 800 MHZ FEES FEB (1) 486463 5503279 5305.6249 3,756.13 322690 4/212025 118441 DE PAUL LETTERING 20.00 EMBROIDERY ON SHIRT 486440 71445 1330.6281 20.00 322691 41212025 100434 DOUGHERTY MOLENDA SOLFEST HILL 33,262.17 CRIMINAL PROSECUTION SVC-APR 486495 66112720425 1055.6231 17,156.92 GEN CIVIL LEGAL SVC-APR 486496 66112730425 1050.6231 50,419.09 322692 412/2025 152830 DVS RENEWAL 15.25 POL REGISTER #901 486459 20250326 1210.6215 15.25 POL REGISTER #931 486459 20250326 1210.6215 30.50 322693 4/212025 157140 ELM CREEK BREWING COMPANY 49.00 BEER#2 00052850 486619 8039 5055.6530 8.50- CMBEER#2 00052850 486620 8039 5055.6530 40.50 322694 412/2025 161984 EMANUELSON PODAS 2,872.40 PD OPS COMMISSIONING SERVICES 486414 29728 4432.6235 2.872.40 322695 41212025 160898 EMERALD ELEMENTS 2,718.00 THC/CBD#3 00053001 486622 3114 5085.6515 600.00 THC/CBD#3 00053001 486623 3115 5085.6515 758.00- CMTHC/CBD#3 00053001 486621 3118 5085.6515 2,560.00 322696 412/2025 158230 FALLING KNIFE BREWING CO 240.00 THC#1 00052916 486624 18581 5015.6515 201.00 BEER#1 00052916 486625 18581 5015.6530 4/2/2025 9:59:49 Page - 12 Subledger Account Description Business Unit Continued... OTHER CONTRACTUAL SERVICES PW MANAGEMENT OTHER CONTRACTUAL SERVICES STREET MANAGEMENT OTHER CONTRACTUAL SERVICES FLEET & BUILDINGS-CMF OTHER CONTRACTUAL SERVICES FIRE OPERATIONS DUES & SUBSCRIPTIONS POLICE MANAGEMENT OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS LEGAL SERVICES LEGAL SERVICES EQUIPMENT -PARTS EQUIPMENT -PARTS BEER BEER 2021172G CONSULTANT SERVICES THC/CBD THC/CBD THC/CBD THC/CBD BEER LEGAL PROSECUTING ATTORNEY LEGAL GENERAL SERVICES POLICE FIELD OPERATIONS/PATROL POLICE FIELD OPERATIONS/PATROL LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES 2024A CAPITAL PROJECTS CIP EXP LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 13 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 322696 4/2/2025 158230 FALLING KNIFE BREWING CO Continued... 441.00 322697 412/2025 162886 FAT PANTS BREWING CO LLC 170.00 THC#1 00053116 486626 1367 5015.6515 THCICBD LIQUOR #1 STOCK PURCHASES 170.00 322698 4/2/2025 100168 FERRELLGAS 683.37 JCRPE PROPANE (243 GA) 486469 2041779316 1730.6257 UTILITIES-PROPANE/WATER/SEWER PARK BUILDING MAINTENANCE 683.37 322699 4/2/2025 118279 FRESH PAINT INC 1,440.00 FS1 PAINT LABOR & MATERIAL 486482 14488 1340.6266 REPAIRS -BUILDING FIRE BLDG & GROUNDS MNTC 1,440.00 322700 412/2025 137430 GEAR FOR SPORTS 784.61 STAFF SHIRTS (38) 486476 11956153 2205.6281 UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT 784.61 322701 412/2025 100314 GREAT LAKES COCA -COLA DISTRIBU 1,024.91 TAX#1 00000122 486630 46167183028 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 40.08 NTAX#1 00000122 486631 46167183028 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 726.45 TAX#3 00000122 486632 46212732022 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 195.03 CUPS AND LIDS 486491 46212751021 2270.6422 GOLF -KITCHEN SUPPLIES GOLF FOOD & BEVERAGE 1,367.00 COCA COLA 486491 46212751021 2270.6421 GOLF -NON ALCOHOLIC BEVERAGES GOLF FOOD & BEVERAGE 3,353.47 322702 4/2/2025 100222 HACH COMPANY 889.65 WTP LAB SUPPLIES 486516 14416826 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 889.65 322703 412/2025 158460 HALLBERG ENGINEERING 2,000.00 FS 2 COMMISSIONING SERVICES 486416 36628 4432.6235 2021170G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 2,000.00 322704 4/2/2025 101169 HAWKINS, INC. 3,504.60 FLUORIDE 486492 6959765 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 3,504.60 322705 4/2/2025 154334 HIGHMARK BUILDERS 12,971.14 LS#2 INS CLAIM REPAIR 486462 1332891 7205.6399 OTHER CHARGES INSURANCE CLAIMS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 14 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # 322705 4/2/2025 154334 HIGHMARK BUILDERS 12,971.14 Doc No Inv No 322706 4/2/2025 100231 HOHENSTEINS INC 972.00 THC#3 00005574 149.00 BEER#3 00005574 27.30 TAX#3 00005574 206.40 BEER#3 00005574 424.50 THC#1 00005574 1,284.25 BEER#1 00005574 607.50 THC#3 00005574 998.25 BEER#3 00005574 1,435.50 THC#1 00005574 284.10 BEER#1 00005574 36.00 TAX#1 00005574 33.00 LIQ#2 00005574 50850 THC#2 00005574 1,672.60 BEER#2 00005574 1,606.50 THC#3 00005574 345.50 BEER#3 00005574 33.00 LIQ#1 00005574 1,042.00 THC#1 00005574 1,595.00 BEER#1 00005574 63.00 TAX#1 00005574 843.00 BEER#3 00005574 14,166.90 322707 4/2/2025 128972 HOISINGTON KOEGLER GROUP INC 25.00 FAITH DESIGN & PLANNING 25.00 FINDLAY DESIGN & PLANNING 25.00 LONGRIDGE DESIGN & PLANNING 25.00 MOELLER DESIGN & PLANNING 25.00 PENNOCK DESIGN & PLANNING 25.00 TINTAH DESIGN & PLANNING 50.00 CHAPARRAL DESIGN & PLANNING 50.00 GREENLEAF N DESIGN & PLANNING 150.00 COBBLESTONE DESIGN & PLANNING 175.00 CEDAR KNOLLS DESIGN & PLANNING 300.00 CEDAR ISLE DESIGN & PLANNING 375.00 CARROLLWOOD DESIGN & PLANNING 491.25 GENERAL COMMUNITY ENGAGEMENT 486645 799986 486646 799986 486647 799986 486648 801922 486633 801971 486634 801971 486649 804096 486650 804096 486635 804152 486636 804152 486637 804152 486642 806036 486643 806036 486644 806036 486651 806080 486652 806080 486638 806183 486639 806183 486640 806183 486641 806183 486653 806219 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 486464 240583 Account No Subledger 5085.6515 5085.6530 5085.6540 5085.6530 5015.6515 5015.6530 5085.6515 5085.6530 5015.6515 5015.6530 5015.6540 5055.6510 5055.6515 5055.6530 5085.6515 5085.6530 5015.6510 5015.6515 5015.6530 5015.6540 5085.6530 2336.6235 2338.6235 2353.6235 2354.6235 2358.6235 2366.6235 2330.6235 2341.6235 2331.6235 2329.6235 2328.6235 2327.6235 2302.6235 Account Description Continued... THC/CBD BEER TAXABLE MISC FOR RESALE BEER THC/CBD BEER THC/CBD BEER THC/CBD BEER TAXABLE MISC FOR RESALE LIQUOR THC/CBD BEER THC/CBD BEER LIQUOR THC/CBD BEER TAXABLE MISC FOR RESALE BEER PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES FAITH PARK FINDLAY PARK LONGRIDGE PARK MOELLER PARK PENNOCK PARK TINTAH PARK CHAPARRALPARK GREENLEAF PARK COBBLESTONE LAKE PARK CEDAR KNOLLS PARK CEDAR ISLES PARK CARROLLWOOD PARK PARKS REF -GENERAL UNASSIGNED R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 15 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier I Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 322707 41212025 128972 HOISINGTON KOEGLER GROUP INC Continued... 612.50 AV EAST DESIGN & PLANNING 486464 240583 2324.6235 PR230064 CONSULTANT SERVICES APPLE VALLEY EAST PARK 657.50 DELANEY DESIGN & PLANNING 486464 240583 2332.6235 PR230064 CONSULTANT SERVICES DELANEY PARK 670.00 APPLE PONDS DESIGN & PLANNING 486464 240583 2323.6235 PR230064 CONSULTANT SERVICES APPLE PONDS PARK 1,107.50 BELMONT DESIGN & PLANNING 486464 240583 2325.6235 PR230064 CONSULTANT SERVICES BELMONT PARK 10,553.75 GENERAL PARK DESIGN SERVICES 486464 240583 2302.6235 PR230064 CONSULTANT SERVICES PARKS REF - GENERAL UNASSIGNED 15,342.50 322708 41212025 101022 HOSE CONVEYORS INC 408.12 TYMCO HYDRAULIC HOSE REPAIR 486408 112918 5505.6215 EQUIPMENT -PARTS STORM DRAIN MNTCIRPRISUMPS 408.12 322709 412/2025 103314 INNOVATIVE OFFICE SOLUTIONS 10.57 2025 CALENDAR 486409 IN4791687 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 7.51 PENCIL LEAD & PENS -SUPPLY ROOM 486410 IN4795243 1035.6210 OFFICE SUPPLIES FINANCE 14.52 CLIPBOARDS FOR HR 486410 IN4795243 1020.6210 OFFICE SUPPLIES HUMAN RESOURCES 31.04 COLORFUL POST ITS -CITY CLERK 486410 IN4795243 1015.6210 OFFICE SUPPLIES CITY CLERK/ELECTIONS 63.64 322710 4/2/2025 158334 INSIGHT BREWING CO 138.40 BEER#3 00052942 486662 22439 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 600.00 THC#2 00052942 486659 22442 5055.6515 THC/CBD LIQUOR #2 STOCK PURCHASES 448.20 BEER#2 00052942 486660 22442 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 600.00 THC#1 00052942 486655 22443 5015.6515 THCICBD LIQUOR#1 STOCK PURCHASES 131.57 BEER#1 00052942 486656 22443 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 397.40 BEER#3 00052942 486663 22602 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 69.20 BEER#2 00052942 486661 22609 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 1,425.00 THC#3 00052942 486664 22739 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 600.00 THC#1 00052942 486657 22740 5015.6515 THC/CBD LIQUOR #1 STOCK PURCHASES .70- CMBEER#1 00052942 486658 22740 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 4,409.07 322711 41212025 100532 LAND EQUIPMENT INC 87,933.46 BOBCAT WHEEL LOADER 486503 11140002 7430.1740.160 MACHINERY & EQUIP-20 YRS VERF-PARK MAINT BAL SHEET 279.32 CUTTING EDGE 486439 11140150 1765.6215 EQUIPMENT -PARTS PARK EQUIPMENT MAINTENANCE 88,212.78 322712 412/2025 152819 LIFE SAFETY SYSTEMS, INC 790.00 FIRE ALARM SERVICE & REPAIR 486493 95017 2092.6249 OTHER CONTRACTUAL SERVICES EDUCATION BUILDING FUND 790.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY Check # Date 322713 4/2/2025 322714 412/2025 322715 4/212025 322716 4/2/2025 322717 412/2025 322718 4/212025 322719 4/212025 322720 4/2/2025 Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description 100309 MENARDS Continued... 105.82 MULCH/CONCRETE FOR PLANTER 486519 89593 1920.6229 GENERAL SUPPLIES 22.10 MULCH FOR FRONT PLANTER 486520 89737 1920.6229 GENERAL SUPPLIES 127.92 157094 MIDWEST MACHINERY 140.23 PARTS -4704 486718 10387308 1540.6215 EQUIPMENT -PARTS 140.23 PARTS-#704 486718 10387308 5345.6215 EQUIPMENT -PARTS 280.46 100693 MN FIRE SERVICE CERTIFICATION 4/2/2025 9:59:49 Page - 16 Business Unit SENIOR CENTER SENIOR CENTER CMF BUILDINGS & GROUNDS MNTC WATER EQUIPNEHICLE/MISC MNTC 2.313.75 FFI/II & HAZMAT CERT TESTS (5) 486481 13679 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 2,313.75 148952 MN RURAL WATER ASSOCIATION 425.00 MRWA DUES 2025 486406 20250320 5305.6280 DUES & SUBSCRIPTIONS 425.00 151805 MONTGOMERY BREWING 248.00 BEER#3 00052282 486681 5057 5085.6530 BEER 318.00 BEER#2 00052282 486680 5097 5055.6530 BEER 566.00 100995 NAPA AUTO PARTS 129.99 PARTS - #945 486721 957917 1210.6215 EQUIPMENT -PARTS 72.36 FILTERS - STOCK 486722 958359 1210.6215 EQUIPMENT -PARTS 53.19 FILTERS - #327 486723 958663 1630.6215 EQUIPMENT -PARTS 255.54 152597 OLD WORLD BEER 437.50 BEER#3 00052433 486686 15701 5085.6530 BEER 89.50 TAX#3 00052433 486687 15701 5085.6540 TAXABLE MISC FOR RESALE 254.00 BEER#1 00052433 486684 15857 5015.6530 BEER 55.00- CMBEER#1 00052433 486685 15857 5015.6530 BEER 726.00 137785 PROPERTY TAXATION & RECORDS WATER MGMT/REPORT/DATA ENTRY LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES POLICE FIELD OPERATIONS/PATROL POLICE FIELD OPERATIONS/PATROL STREET EQUIPMENT MAINTENANCE LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES 24.00 PROP TAX 01-11729-00-010 486471 111729000102025 4602.6312 2022139G TAXES/SPECIAL ASSESSMENTS IMPROVEMENTS -ASSESSED 1,052.66 SPEC ASMT CEMETERY LT1 BL1 486472 144600010102025 5605.6312 TAXES/SPECIAL ASSESSMENTS CEMETERY 1,076.66 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 41212025 9:59:49 Council Check Register by GL Page - 17 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 322721 412/2025 153484 PRYES BREWING COMPANY LLC Continued... 442.42 BEER#3 00052530 486690 91921 6085.6530 BEER LIQUOR #3 STOCK PURCHASES 200.00 BEER#2 00052530 486689 94473 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 284.00 BEER#1 00052530 486688 95182 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 926.42 322722 4/2/2025 149126 RED BULL DISTRIBUTION COMPANY 84.00 TAX#3 00052064 486691 2024381398 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 84.00 322723 4l2/2025 101189 RJM CONSTRUCTION 100,000.00 CM PRE -CON SERVICES FOR CMF 486460 25520010P1 4432.6235 2021154G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 100,000.00 322724 412/2025 163488 SCIPIONI, CHRISTINA 40.60 MCFOA CONF MILEAGE 486411 20250319 1015.6277 MILEAGE/AUTO ALLOWANCE CITY CLERK/ELECTIONS 40.60 322725 4l2/2025 161523 SELECT METRO OFFICIALS 2,881.00 BASKETBALL OFFICIALS WINT.'25 486475 1 1870.6249 OTHER CONTRACTUAL SERVICES REC BASKETBALL 2,881.00 322726 412/2025 156522 SPEEDPRO IMAGING 2,000.00 FENCE SIGNAGE 486467 INV9721 1700.6399 OTHER CHARGES PARK & RECREATION MANAGEMENT 2,00000 322727 4/2/2025 111161 STERICYCLE INC. 105.07 SHREDDING SERVICE 486505 8010288278 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 30.95 SHRED IT 486524 8010328603 1510 6240 CLEANING SERVICE/GARBAGE REMOVPW ENGINEERING & TECHNICAL 30.95 SHRED IT 486524 8010328603 1100.6240 CLEANING SERVICE/GARBAGE REMOVDEV MANAGEMENT 92.85 SHRED IT 486524 8010328603 1400.6240 CLEANING SERVICE/GARBAGE REMOVINSPECTIONS MANAGEMENT 259.82 322728 412/2025 163518 TERPSEY 187.20 THC/CBD#3 00053142 486703 74936 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 187.20 THC/CBD#3 00053142 486702 74966 5085.6515 THC/CBD LIQUOR #3 STOCK PURCHASES 374.40 322729 4/2/2025 158459 TERRACON CONSULTANTS INC 205.00 SVALLEY SPECIAL TESTS THRU 3-8 486436 TN58059 2306.6235 PR230064 CONSULTANT SERVICES APPLE VALLEYAQUATIC CENTER 205.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 402025 9:59:49 Council Check Register by GL Page - 18 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 322729 4/2/2025 158459 TERRACON CONSULTANTS INC Continued... 322730 412/2025 162543 THE BIG BLUE BOX 175.00 AVFAC STORAGE BOX 486437 127269 1940.6249 OTHER CONTRACTUAL SERVICES AQUATIC SWIM CENTER 175.00 322731 4/212025 129556 T-MOBILE USA 50.00 CELL PHONE WARRANT 486498 9597966746 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 50.00 322732 412/2025 100631 VERIZON WIRELESS 40.01 CODE WIRELESS DATA 486432 6107721433 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 41.64 HCSC CELL PHONE MAR 486432 6107721433 1920.6237 TELEPHONE/PAGERS SENIOR CENTER 41.64 ADM CELL PHONE MAR 486432 6107721433 1010.6237 TELEPHONE/PAGERS ADMINISTRATION 41.64 CODE CELL PHONE MAR 486432 6107721433 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 41.64 SHOP CELL PHONE MAR 486432 6107721433 1530.6237 TELEPHONE/PAGERS FLEET & BUILDINGS-CMF 41.64 PK CELL PHONE MAR 486432 6107721433 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 80.02 IT WIRELESS DATA 486432 6107721433 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 80.04 PK WIRELESS DATA 486432 6107721433 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 124.92 REC CELL PHONE MAR 486432 6107721433 1700.6237 TELEPHONE/PAGERS PARK & RECREATION MANAGEMENT 160.04 INSP WIRELESS DATA 486432 6107721433 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 240.15 ENG WIRELESS DATA 486432 6107721433 1510.6237 TELEPHONE/PAGERS PW ENGINEERING & TECHNICAL 400.10 POL WIRELESS DATA 486432 6107721433 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 400.10 REC WIRELESS DATA 486432 6107721433 1700.6237 TELEPHONE/PAGERS PARK & RECREATION MANAGEMENT 760.19 STR WIRELESS DATA 486432 6107721433 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 150.04 GOLF WIRELESS DATA 486432 6107721433 2205.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 20.82 UTIL ON -CALL CELL PHONE MAR 486432 6107721433 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 20.82 UTIL ON -CALL CELL PHONE MAR 486432 6107721433 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 83.28 UTIL CELL PHONE MAR 486432 6107721433 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 83.28 UTIL CELL PHONE MAR 486432 6107721433 5365.6237 TELEPHONE/PAGERS SEWER MGMT/REPORTS/DATA ENTRY 860.22 UTIL WIRELESS DATA 486432 6107721433 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 40.01 STORM WIRELESS DATA 486432 6107721433 5505.6237 TELEPHONE/PAGERS STORM DRAIN MNTCIRPR/SUMPS 83.28 STORM CELL PHONE MAR 486432 6107721433 5505.6237 TELEPHONE/PAGERS STORM DRAIN MNTC/RPR/SUMPS 3,835.52 322733 412/2025 158290 WAGGLE GOLF 25.00 FREIGHT ON RESALE 486485 30004F 2210.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 1,816.00 WAGGLE HATS AND CLOTHING 486485 30004F 2260.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 1,841.00 20250331 3/24/2025 100873 HEALTHPARTNERS (DENTAL CLAIMS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 19 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 20250331 3124/2025 100873 HEALTHPARTNERS (DENTAL CLAIMS Continued... 5.586.29 DENTAL CLAIMS 3/13-3/19/25 486712 20250319 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5,586.29 20250332 3/31/2025 100873 HEALTHPARTNERS (DENTAL CLAIMS 5,258.87 DENTAL CLAIMS 3/20-3/26/25 486713 20250326 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5,258.87 20250333 3113/2025 100331 MN DEPT OF LABOR & INDUSTRY (EFT) 26.45- LESS 2 % RETENTION FEB 486709 20250228 1001.4099 PERMIT -OTHER GENERAL FUND REVENUE 1,322.52 PERMIT SURCHARGE FEB 486709 20250228 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 1,296.07 20250334 3/28/2025 148015 EMPOWER 415.00 MNDCP-ROTH 457 CONTRIBUTIONS 486404 326251008478 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,255.00 MNDCP-457 CONTRIBUTIONS 486404 326251008478 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3.670.00 20250335 3/28/2025 148869 EMPOWER (HCSP) 396.49 SERGEANT HCSP FUNDING -GROSS WA 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 834.88 AFSCME HCSP FUNDING -GROSS WAGE 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,270.53 ADMIN HCSP FUNDING -GROSS WAGES 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,520.49 SCH 2 HCSP FUNDING -GROSS WAGES 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,871.49 SCH 1 HCSP FUNDING -GROSS WAGES 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,888.26 POLICE HCSP FUNDING -GROSS WAGE 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 4,470.62 HCSP FUNDING-ANN LV/COMP 486405 326251008479 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 12,252.76 20250336 3131/2025 102664 US BANK 12,073.51 EMPLOYEE MEDICARE 486402 326251008476 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 12,073.51 CITY SHARE MEDICARE 486402 326251008476 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 33.544.55 EMPLOYEE FICA 486402 326251008476 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 33,544.55 CITY SHARE FICA 486402 326251008476 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 80,045.09 FEDERAL TAXES PR 486402 326251008476 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 171,281.21 20250337 3/28/2025 101238 MINNESOTA CHILD SUPPORT PAYMEN 443.00 CHILD SUPPORT DEDUCTIONS 486401 326251008475 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 443.00 20250338 3/31/2025 100657 MN DEPT OF REVENUE R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 20250338 3/31/2025 100657 MN DEPT OF REVENUE 36.653.47 STATE TAX WITHHOLDING 486400 326251008474 9000.2112 36,653.47 20250339 3131/2025 100392 PUBLIC EMPLOYEES RETIREMENT AS 71,295.21 EMPLOYEE SHARE PERA 486399 326251008473 9000.2114 94,581.76 CITY SHARE PERA 486399 326251008473 9000.2114 165,876.97 20250340 3/2812025 157977 WEX HEALTH INC 10,233.13 HSA EMPLOYEE FUNDING 486397 3262510084711 9000.2125 10,233.13 20250341 3/17/2025 157977 WEX HEALTH INC 220.96 FLEX SPENDING DAYCARE 2025 486711 20250317 9000.2119 1,580.00 FLEX SPENDING MEDICAL 2025 486711 20250317 9000.2119 1,800.96 20250342 3128/2025 100009 AFSCMECOUNCIL#5 1,346.85 UNION DUES 485297 31225913591 9000.2120 1,346.85 UNION DUES 486395 326251008471 9000.2120 2,693,70 20250343 3/28/2025 151440 VANTAGEPOINT TRANSFER AGENTS 6,403.11 ROTH 457-PLAN #301171-FIRE TOO 486396 3262510084710 9000.2120 6,403.11 20250344 3/28/2025 100240 VANTAGEPOINT TRANSFER AGENTS - 457 FT 27,622.30 ICMA-PLAN #301171-FIRE TOO 486398 326251008472 9000.2120 27,622.30 20250345 3/28/2025 126459 VANTAGEPOINT TRANSFER AGENTS -ROTH 2,461.23 ROTH IRA -PLAN #705481 486403 326251008477 9000.2120 2,461.23 20250401 411/2025 157977 WEX HEALTH INC 552.51 HSA EMPLOYER FUNDING 486710 20250401 9000.2125 552.51 Subledger Account Description Continued... ACCRUED STATE W/H 1,834,161.57 Grand Total Payment Instrument Totals ACCRUED PERA ACCRUED PERA 4/2/2025 9:59:49 Page - 20 Business Unit PAYROLL CLEARING BAL SHEET PAYROLL CLEARING BAL SHEET PAYROLL CLEARING BAL SHEET ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/2/2025 9:59:49 Council Check Register by GL Page - 21 Council Check Register by Invoice & Summary 3/13/2025 -- 4/4/2025 Check # Date Amount Supplier / Explanation 1,834,161.57 Grand Total PO # Doc No Inv No Account No Subledger Account Description Payment Instrument Totals Checks 680,294.34 EFT Payments 454,085.58 A/P ACH Payment 699,781.65 Total Payments 1,834,161.57 Business Unit R55CKS2 LOGIS100 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Company Amount 01000 GENERAL FUND 174,652.48 02010 CABLE TV RESERVE FUND 139.95 02025 ROAD ESCROW FUND 57,360.00 02090 PARTNERS IN EDUCATION 790.00 02200 VALLEYWOOD GOLF FUND 16,056.46 02300 PARKS REFERENDUM FUND 486,548.02 03210 EDA OPERATIONS FUND 9,000.00 04430 2024A CAPITAL PROJECT CIP FUND 342,626.86 04500 CONSTRUCTION PROJECTS 12,119.50 04810 PEG -CABLE CAPITAL EQUIP 1,740.75 05000 LIQUOR FUND 144,709.93 05300 WATER & SEWER FUND 28,680.22 05500 STORM DRAINAGE UTILITY FUND 3.102.16 05600 CEMETERY FUND LEVEL PROGRAM 2,941.13 07100 INSURANCE TRUST DENTAL FUND 10,845.16 07200 RISK MANAGEMENT/INSURANCE FUND 12,971.14 07430 VERF-PARK MAINTENANCE 87,933.46 09000 PAYROLL CLEARING FUND 441,944.35 Report Totals 1,834,161.57 CITY OF APPLE VALLEY Council Check Summary 3/13/2025 - 4/4/2025 4/2/2025 9:59:54 Page - 1 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 1 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier I Explanation 34288 4111/2025 100101 ACE HARDWARE .37- DISCOUNT 3.77 PAINT SUPPLIES 17.01- DISCOUNT 170.17 FLOOR BOLTS FOR TENNIS NETS .79- DISCOUNT 7.99 SPRAYER PARTS 1.43- DISCOUNT 14.36 BROOM PARTS 3.09- DISCOUNT 30.98 HW PRV 204.58 PO # Doc No Inv No 487098 350130100244 487098 350130100244 487099 350132100225 487099 350132100225 487096 350134100193 487096 350134100193 487097 350134100218 487097 350134100218 487100 350140100245 487100 350140100245 34289 4/11/2025 147453 ADAM'S PEST CONTROL INC 6.09- WTP SALES TAX ADJUST 486858 4067662 6.09 WTP SALES TAX ADJUST 486858 4067662 81.09 WTP PEST CONTROL MONTHLY 486858 4067662 248.69 WELL HOUSE PEST CONTROL 486852 4067663 329.78 34290 4/11/2025 100389 ALPHAGRAPHICS 48.24 PARKS AND REC COMMITTEE PLATE 62.00 BUSINESS CARDS - JAMIE HAEFNER 110.24 34291 411112025 153995 AMAZON CAPITAL SERVICES 447.50 LIFEGUARD UNIFORMS 43.92 OFFICE SUPPLIES 43.01 TRIPOD AND DOC HOLDER 85.00 AED PADS 85.00 AED PADS 85.00 AED PADS 345.04 AED PADS 170.00 AED PADS 21.98 RIVET GUN TOOL 16.48 OFFICE CALENDAR 1,342.93 486775 134350 486775 134350 486774 1163JGWQ6RFC 486782 16VVKGQ37RYG 486795 1 GMH936DH4RL 486785 1J96D1691W4X 486785 1J96D1691W4X 486785 1J96D1691W4X 486785 1J96D1691W4X 486785 1J96D1691W4X 487112 1 QTCH4TN4RQW 487111 1 XLCV7J F7D 1 Y 1330.6333 1330.6229 5210.6333 5210.6266 1715.6333 1715.6211 1765.6333 1765.6211 5330.6333 5330.6211 5325.6249 5300.2330 5325.6249 5320.6249 1700.6229 1020.6229 1940.6281 1730.6210 2205.6229 1730.6229 1920.6229 1940.6229 1900.6229 2215.6215 1920.6211 1920.6210 34292 4/11/2025 137136 APPLE AWARDS INC 123.88 KLOKONOS RETIRMENT APPLE & KEY 486803 77286 1025.6399 123.88 Subledger Account Description GENERAL -CASH DISCOUNTS GENERAL SUPPLIES GENERAL -CASH DISCOUNTS REPAIRS -BUILDING GENERAL -CASH DISCOUNTS SMALL TOOLS & EQUIPMENT GENERAL -CASH DISCOUNTS SMALL TOOLS & EQUIPMENT GENERAL -CASH DISCOUNTS SMALL TOOLS & EQUIPMENT OTHER CONTRACTUAL SERVICES DUE TO OTHER GOVERNMENT OTHER CONTRACTUAL SERVICES OTHER CONTRACTUAL SERVICES GENERALSUPPLIES GENERAL SUPPLIES UNIFORM/CLOTHING ALLOWANCE OFFICE SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES EQUIPMENT -PARTS SMALL TOOLS & EQUIPMENT OFFICE SUPPLIES OTHER CHARGES Business Unit FIRE OPERATIONS FIRE OPERATIONS ARENA 1 BUILDING MAINTENANCE ARENA 1 BUILDING MAINTENANCE PARK ATHLETIC FIELD MAINTENANC PARK ATHLETIC FIELD MAINTENANC PARK EQUIPMENT MAINTENANCE PARK EQUIPMENT MAINTENANCE WTR MAIN/HYDRANT/CURB STOP MINT WTR MAIN/HYDRANT/CURB STOP MNT WATER TREATMENT FCLTY MNTC/RPR WATER & SEWER FUND BAL SHEET WATER TREATMENT FCLTY MNTC/RPR WATER WELL/BOOSTER STN MNT/RPR PARK & RECREATION MANAGEMENT HUMAN RESOURCES AQUATIC SWIM CENTER PARK BUILDING MAINTENANCE GOLF MANAGEMENT PARK BUILDING MAINTENANCE SENIOR CENTER AQUATIC SWIM CENTER AV COMMUNITY CENTER GOLF CLUBHOUSE BUILDING SENIOR CENTER SENIOR CENTER EMPLOYEE RECOGNITION PARTY R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 34292 4/11/2025 137136 APPLE AWARDS INC 34293 4/11/2025 150791 BALD MAN BREWING 255.00 BALDMAN BEER 255.00 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 PO # Doc No Inv No Account No 486851 E8919 34294 4/11/2025 100058 BELLBOY CORPORATION 24.00 NTAX#1 00004928 486867 109608200 169.60 TAX#3 00004928 486879 109611000 117.00 LIQ#1 00004928 486874 109660100 84.00 TAX#1 00004928 486875 109660100 68.50 NTAX#1 00004928 486876 109660100 92.07 LIQ#1 00004928 486870 207111700 1.66 FREIGHT#1 00004928 486871 207111700 1,661 95 LIQ#3 00004928 486880 207127400 23.00 FREIGHT#3 00004928 486881 207127400 257.75 LIQ#1 00004928 486864 207127500 770.89 THC#1 00004928 486865 207127500 22.00 FREIGHT#1 00004928 486866 207127500 169.50- CMLIQ#1 00004928 486868 207158100 1.65- CMFREIGHT#1 00004928 486869 207158100 400.00 THC#1 00004928 486872 207194500 12.00 FREIGHT#1 00004928 486873 207194500 1,253.66 LIQ#3 00004928 486882 207214600 104.00 WINE#3 00004928 486883 207214600 17.82 FREIGHT#3 00004928 486884 207214600 631.90 LIQ#1 00004928 486877 207289400 10.00 FREIGHT#1 00004928 486878 207289400 994.00 LIQ#3 00004928 486885 207290500 290.00 NTAX#3 00004928 486886 207290500 19.00 FREIGHT#3 00004928 486887 207290500 6,853.65 34295 4/11/2025 142897 BOLTON & MENK, INC. 358.00 RECORD PLAN GIS 487085 358219 89.50 CONSTRUCTION STAKING 487086 358222 447.50 2270.6419 5015.6545 5085.6540 5015.6510 5015.6540 5015.6545 5015.6510 5015.6550 5085.6510 5085.6550 5015.6510 5015.6515 5015.6550 5015.6510 5015.6550 5015.6515 5015.6550 5085.6510 5085.6520 5085.6550 5015.6510 5015.6550 5085.6510 5085.6545 5085.6550 4432.6235 4432.6235 4/9/2025 10:25:33 Page - 2 Subledger Account Description Business Unit Continued... GOLF -BEER GOLF FOOD & BEVERAGE NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES LIQUOR LIQUOR #1 STOCK PURCHASES TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #3 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES LIQUOR LIQUOR #1 STOCK PURCHASES THC/CBD LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES THC/CBD LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #3 STOCK PURCHASES WINE LIQUOR #3 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES LIQUOR LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #3 STOCK PURCHASES NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 2021172G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 2021172G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 34296 4/11/2025 101562 CDW GOVERNMENT INC 27.12 HDMI CABLE 486780 AD2RM2E 1030.6211 SMALL TOOLS & EQUIPMENT INFORMATION TECHNOLOGY 27.12 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 3 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No 34296 4111/2025 101562 CDW GOVERNMENT INC 34297 4111/2025 158313 CITY WIDE FACILITY SOLUTIONS 1,350.56 CONTRACTUAL CLEANING - CMF APR 486839 32009032054 1,350.56 34298 4/1112025 100102 COLLEGE CITY BEVERAGE 248.50 LIQ#1 00000114 486937 1119885 277.60 THC/CBD#1 00000114 486938 1119923 6.151.15 BEER#1 00000114 486939 1119923 160.75 TAX#1 00000114 486940 1119923 527.80 THC#2 00000114 486960 1119924 1,853.45 BEER#2 00000114 486961 1119924 42.40 TAX#2 00000114 486962 1119924 127.60 THC#3 00000114 486978 1119996 3,165.70 BEER#3 00000114 486979 1119996 55.15 TAX#3 00000114 486980 1119996 1,878.70 LIQ#3 00000114 486976 1120022 202.50 WINE#3 00000114 486977 1120022 49.54- CMBEER#3 00000114 486975 1120081 5.00- CMBEER#2 00000114 486959 1120101 400.00 THC/CBD#1 00000114 486943 1121605 4,840.55 BEER#1 00000114 466944 1121605 49.30 TAX#1 00000114 486945 1121605 27.00 NTAX#1 00000114 486946 1121605 139.30- CMBEER#1 00000114 486941 1122100 124.30 LIQ#1 00000114 486942 1122101 35.20- CMBEER#2 00000114 486963 1122169 448.00 LIQ#2 00000114 486964 1122294 100.00 THC#2 00000114 486965 1122411 4,139.25 BEER#2 00000114 486966 1122411 20.30- CMBEER#3 00000114 486981 1122412 156.00 LIQ#3 00000114 486982 1122413 450.00 THC#3 00000114 486983 1122414 4,301.10 BEER#3 00000114 486984 1122414 236.35 TAX#3 00000114 486985 1122414 100.00 THC#2 00000114 486967 1124185 3,597.75 BEER#2 00000114 486968 1124185 21.20 TAX#2 00000114 486969 1124185 27.00 NTAX#2 00000114 486970 1124185 1,491.10 LIQ#1 00000114 486948 1124193 Account No Subledger Account Description Continued... 1530.6240 5015.6510 5015.6515 5015.6530 5015.6540 5055.6515 5055.6530 5055.6540 5085.6515 5085.6530 5085.6540 5085.6510 5085.6520 5085.6530 5055.6530 5015.6515 5015.6530 5015.6540 5015.6545 5015.6530 5015.6510 5055.6530 5055.6510 5055.6515 5055.6530 5085.6530 5085.6510 5085.6515 5085.6530 5085.6540 5055.6515 5055.6530 5055.6540 5055.6545 5015.6510 Business Unit CLEANING SERVICE/GARBAGE REMOVFLEET & BUILDINGS-CMF LIQUOR THC/CBD BEER TAXABLE MISC FOR RESALE THC/CBD BEER TAXABLE MISC FOR RESALE THC/CBD BEER TAXABLE MISC FOR RESALE LIQUOR WINE BEER BEER THC/CBD BEER TAXABLE MISC FOR RESALE NON-TAXABLE MISC FOR RESALE BEER LIQUOR BEER LIQUOR THC/CBD BEER BEER LIQUOR THC/CBD BEER TAXABLE MISC FOR RESALE THC/CBD BEER TAXABLE MISC FOR RESALE NON-TAXABLE MISC FOR RESALE LIQUOR LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 4 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # 34298 4/11/2025 100102 COLLEGE CITY BEVERAGE 200.00 THC/CBD41 00000114 7,305.75 BEER#1 00000114 115.70 TAX#1 00000114 46.30 LIQ#3 00000114 7,815.70 BEER#3 00000114 178.95 TAX#3 00000114 2,318.20 LIQ#1 00000114 411.00 WINE#1 00000114 641.40 THC/CBD#1 00000114 7,585.90 BEER#1 00000114 248.65 TAX#1 00000114 60.25 NTAX#1 00000114 4,784.00 LIQ#3 00000114 67.50 WINE#3 00000114 5.20- CMBEER#1 00000114 156.13- CMBEER#3 00000114 7,697.60 THC#3 00000114 4,275.60 BEER#3 00000114 100.60 TAX#3 00000114 450.00 LIQ#2 00000114 21.20- CMBEER#2 00000114 1,270.25 BEER#2 00000114 27.00 TAX#2 00000114 58.90- CMBEER#1 00000114 80,309.78 34299 4/1112025 151767 CONFLUENCE 9,035.00 HAYES DESIGN THRU 3-20-25 120,497.45 KELLEY DESIGN THRU 3-20-25 129,532.45 34300 4/11/2025 119052 CUSTOM HOSE TECH INC 298.82 NEW HOSES 278.79 SWEEPER HYD. HOSE - 324 577.61 34301 4111/2025 137662 DEZURIK 551.38 4-4" CHECK VALVE REBUILD KITS 551.38 Doc No Inv No 486949 1124194 486950 1124194 486951 1124194 486986 1124342 486987 1124345 486988 1124345 486953 1126506 486954 1126506 486955 1126510 486956 1126510 486957 1126510 486958 1126510 486990 1126511 486991 1126511 486952 1126575 486989 1126587 486992 1126588 486993 1126588 486994 1126588 486972 1126637 486971 1126638 486973 1126639 486974 1126639 486947 220900152 486790 31515 486792 31517 Account No 5015.6515 5015.6530 5015.6540 5085.6510 5085.6530 5085.6540 5015.6510 5015.6520 5015.6515 5015.6530 5015.6540 5015.6545 5085.6510 5085.6520 5015.6530 5085.6530 5085.6515 5085.6530 5085.6540 5055.6510 5055.6530 5055.6530 5055.6540 5015.6530 2309.6235 2349.6235 487117 125065 1765.6215 486832 125172 5505.6215 487076 INV166159 5325.6215 Subledger Account Description Continued... THC/CBD BEER TAXABLE MISC FOR RESALE LIQUOR BEER TAXABLE MISC FOR RESALE LIQUOR WINE THC/CBD BEER TAXABLE MISC FOR RESALE NON-TAXABLE MISC FOR RESALE LIQUOR WINE BEER BEER THC/CBD BEER TAXABLE MISC FOR RESALE LIQUOR BEER BEER TAXABLE MISC FOR RESALE BEER PR230064 CONSULTANT SERVICES PR230064 CONSULTANT SERVICES EQUIPMENT -PARTS EQUIPMENT -PARTS EQUIPMENT -PARTS Business Unit LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES HAYES BASEBALL/SOFTBALL COMPLX KELLEY PARK PARK EQUIPMENT MAINTENANCE STORM DRAIN MNTC/RPR/SUMPS WATER TREATMENT FCLTY MNTC/RPR R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34302 411112025 100141 DICKS VALLEY SERVICE 175.00 TOW OF CAMERA TRUCK 487088 25106000 5380.6249 175.00 34303 4/11/2025 117766 DRAIN PRO PLUMBING 311.48 WASH BAY PIPE REPAIR 486830 77821 1530.6266 311.48 34304 4111/2025 131088 EBERT COMPANIES 26,994.07 POLICE OPERATIONS GARAGE-PMT 7 486817 20250228 4432.6810 26,994.07 34305 4/11/2025 144557 EXECUTIVE OUTDOOR SERVICES LLC 1,105.00 EDU BLDG - SNOW REMOVAL FEB 487069 2838 2092 6249 1.105.00 EDU BLDG - SNOW REMOVAL MAR 487068 2880 2092.6249 2,210.00 34306 4/11/2025 100157 FACTORY MOTOR PARTS CO 1,650.00 BULK 3/8" HYD HOSE 486849 110525272 1630.6215 1,650.00 34307 411112025 156110 GOODPOINTE TECHNOLOGY, LLC 2,652.70 PAVEMENT MANAGEMENT SURVEY 486847 4596 1510.6235 2,652.70 34308 4111/2025 100217 GRAINGER, INC. 147.36 TOILET REBUILD KITS 486797 9447937484 5210.6266 147.36 34309 4111I2025 134313 HEYNE, RICHARD J 60.83 LOCAL TRAVEL 487084 20250314 5005.6277 60.83 34310 4/11/2025 142085 HOOPPAW, CLINT 800.00- NLC CCC WASH DC-HOOPPAW 486763 20250311 1005.6278 1,356.71 NLC CCC WASH DC-HOOPPAW 486763 20250311 1005.6276 556.71 34311 4111/2025 136639 IMPACT PROVEN SOLUTIONS 62.67 UB BLANK STATEMENTS 486825 216601 5305.6239 62.68 UB BLANK STATEMENTS 486825 216601 5365.6239 4/9/2025 10:25:33 Page - 5 Subledger Account Description Business Unit Continued... OTHER CONTRACTUAL SERVICES SEWER LIFT STN REPAIR & MNTC REPAIRS -BUILDING FLEET & BUILDINGS-CMF 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP OTHER CONTRACTUAL SERVICES EDUCATION BUILDING FUND OTHER CONTRACTUAL SERVICES EDUCATION BUILDING FUND EQUIPMENT -PARTS CONSULTANT SERVICES REPAIRS -BUILDING STREET EQUIPMENT MAINTENANCE PW ENGINEERING & TECHNICAL ARENA 1 BUILDING MAINTENANCE MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL SCHOOLS/CONFERENCES/EXP OTHERMAYORICITY COUNCIL PRINTING PRINTING WATER MGMTIREPORT/DATA ENTRY SEWER MGMT/REPORTS/DATA ENTRY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 6 Council Check Register by Invoice $ Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 34311 4111/2025 136639 IMPACT PROVEN SOLUTIONS Continued... 703.89 UB PRINT/MAIL BILLS MAR 486825 216601 5365.6249 OTHER CONTRACTUAL SERVICES SEWER MGMT/REPORTS/DATA ENTRY 703.90 UB PRINT/MAIL BILLS MAR 486825 216601 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 1,312.63 UB POSTAGE MAR 486825 216601 5305.6238 POSTAGE/UPS/FEDEX WATER MGMT/REPORT/DATA ENTRY 1,312.63 UB POSTAGE MAR 486825 216601 5365.6238 POSTAGE/UPS/FEDEX SEWER MGMT/REPORTS/DATA ENTRY 4,158.40 34312 4/11/2025 101796 INTERSTATE BATTERY SYSTEM OF M 558.33 BATTERIES 486853 220076216 1210.6215 EQUIPMENT -PARTS POLICE FIELD OPERATIONS/PATROL 38.40- REFUND ON BATTERIES 483637 475184 1765.6216 VEHICLES-TIRES/BATTERIES PARK EQUIPMENT MAINTENANCE 519.93 34313 4/11/2025 150659 JOHNSON LITHO GRAPHICS OF EAU 13,205.00 PRINTING SPRING/SUMM NEWS 486769 112290 1010.6239 PRINTING ADMINISTRATION 13,205.00 34314 4/1112025 101287 LIFEGUARD STORE INC, THE 12,153.05 SPLASH VALLEY LIFEGUARD CHAIRS 486771 INV001486476 2306.6740 PR230032 CAPITAL OUTLAY-MACH/EQUIP/OTHE APPLE VALLEY AQUATIC CENTER 12,153.05 34315 4111/2025 100293 MACOUEEN EQUIPMENT 490.11 SWEEPER PARTS 486841 P63623 5505.6215 EQUIPMENT -PARTS STORM DRAIN MNTC/RPR/SUMPS 505.78 SWEEPER PARTS - 317 486842 P63649 5505.6215 EQUIPMENT -PARTS STORM DRAIN MNTC/RPR/SUMPS 294.55 SWEEPER PARTS-317 486833 P63650 5505.6215 EQUIPMENT -PARTS STORM DRAIN MNTC/RPR/SUMPS 1,290.44 34316 4111/2025 162548 MANSFIELD SERVICE PARTNERS 18,295.47 NO LEAD FUEL (7497 GALS) 486846 IN00175541 1000.1520 INVENTORY -UNLEADED FUEL GENERAL FUND BALANCE SHEET 19.95 FUEL SUPPLY CHAIN SURCHARGE 486856 IN001B0666 2240.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 931.17 FUEL UNLEADED (309GA) 486856 IN00180666 2240.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 966.89 FUEL DIESEL (325.3GA) 486856 IN00180666 2240.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 20,213.48 34317 4111/2025 1518" MAVERICK WINE LLC 776.04 WINE#3 00052289 486999 1552308 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 7.50 FREIGHT#3 00052289 487000 1552308 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 783.54 34318 4/11/2025 100302 MCNAMARA CONTRACTING INC 505.50 JOHNNY CAKE RD IMP FINAL PAY 486804 20250228 2027.6810 2017109D CONSTRUCTION IN PROGRESS ROAD ESCROW 1,000.00 JOHNNY CAKE RD IMP FINAL PAY 486804 20250228 2027.6810 2017109R CONSTRUCTION IN PROGRESS ROAD ESCROW R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34318 4/11/2025 100302 MCNAMARA CONTRACTING INC 2,359.50 JOHNNY CAKE RD IMP FINAL PAY 486804 20250228 2027.6810 5,742.00 JOHNNY CAKE RD IMP FINAL PAY 486804 20250228 2027.6810 9,607.00 34319 4111/2025 156194 METRO ALARM & LOCK 1.69- LIQ1 SALES TAX ADJUST 487092 56608 1.69 LIQ1 SALES TAX ADJUST 487092 56608 145.97 ALARM MONITORING 487092 56608 145.97 34320 4111/2025 100311 METRO COUNCIL ENVIRONMENTAL SV 341,657.22 WASTEWATER SVC-MAY 486824 1185211 341,657.22 34321 411112025 100849 METRO VOLLEYBALL OFFICIALS ASS 1.156.00 VOLLEYBALL OFFICIALS 3/11-3/25 486773 2619 1,156.00 34322 4/11/2025 145996 MINNESOTA NATIVE LANDSCAPES 500.00 LANDSCAPE MAINTENANCE 487080 50228 500.00 34323 4/11/2025 158623 MULCAHY NICKOLAUS LLC 99,295.00 POLICE OPERATIONS GARAGE-PMT#3 486806 20250228 99,295.00 34324 4/11/2025 146279 NORDIC MECHANICAL SERVICES, 1 417.50 HVAC REPAIRS - MC 486837 77689 707.50 HVAC REPAIRS - MC 486838 77690 1,321.38 HVAC WORK FOR PLUMBING - MC 486843 77838 2,446.38 34325 4/11/2025 147734 P & W GOLF SUPPLY, LLC 224.77 RANGE TEES 486794 INV144207 224.77 34326 4/11/2025 100372 PAUSTIS & SONS 386.00 WINE#3 00001291 487010 261013 10.00 FREIGHT#3 00001291 487011 261013 863.00 WINE#1 00001291 487008 262175 5025.6249 5000.2330 5025.6249 5380.6317 1860.6249 5095.6249 4/9/2025 10:25:33 Page - 7 Subledger Account Description Business Unit Continued... 2017109D CONSTRUCTION IN PROGRESS ROAD ESCROW 2017109D CONSTRUCTION IN PROGRESS ROAD ESCROW OTHER CONTRACTUAL SERVICES LIQUOR #1 OPERATIONS DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET OTHER CONTRACTUAL SERVICES LIQUOR #1 OPERATIONS METRO WASTE CONTROL PAYMENT SEWER LIFT STN REPAIR & MNTC OTHER CONTRACTUAL SERVICES REC VOLLEYBALL OTHER CONTRACTUAL SERVICES LIQUOR #3 OPERATIONS 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 1060.6266 REPAIRS -BUILDING MUNICIPAL BLDG & GROUNDS MNTC 1060.6266 REPAIRS -BUILDING MUNICIPAL BLDG & GROUNDS MNTC 1060.6266 REPAIRS -BUILDING MUNICIPAL BLDG & GROUNDS MNTC 2220.6229 GENERAL SUPPLIES GOLF DRIVING RANGE 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 5015.6520 WINE LIQUOR #1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 8 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 34326 4111/2025 100372 PAUSTIS & SONS Continued... 13.50 FREIGHT#1 00001291 487009 262175 5015.6560 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 1,272.50 34327 4111/2025 1520" PDQ SMART DEPLOY 6,693.75 PDQ ANNUAL SUBSCRIPTION 486788 PDQ45238 1030.6308 SOFTWARE SUBSCRIPTIONS INFORMATION TECHNOLOGY 6,693.75 34328 4111/2025 157610 PETERSON COUNSELING AND CONSULTING LLC 430.00 MENTAL HEALTH CHECK -INS MAR 487079 20250331 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 430.00 34329 4/11/2025 150716 PRO-TEC DESIGN, INC 5,339.70 AMAG SSA SOFTWARE 3YR SUPPORT 486787 118321 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 25,307.92 MILESTONE SOFTWARE MAINTENANCE 487083 118356 1030.6308 SOFTWARE SUBSCRIPTIONS INFORMATION TECHNOLOGY 30,647.62 34330 4111/2025 100395 R & R SPECIALTIES OF WISCONSIN INC 64.00 HAYES OLY BLADE SHARPENING 487120 850711N 5270.6265 REPAIRS -EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 64.00 AVSA OLY BLADE SHARPENING 487120 850711N 5215.6265 REPAIRS -EQUIPMENT ARENA 1 EQUIPMENT MAINTENANCE 128.00 34331 411112025 122110 REINDERS INC 26,674.48 FERTILIZER 486772 340590400 2235.6213 FERTILIZER GOLF COURSE MAINTENANCE 26,674.48 34332 4/11/2025 147331 RJ MECHANICAL 81,382.99 POLICE OPER.PLUMBING-PMT 6 486809 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 135,689.21 POLICE OPER PLUMBING-PMT 7 486810 20250228A 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 163,873.28 POLICE OPER. HVAC GARAGE-PMT 5 486811 20250228B 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 37,858.81 POLICE OPER. HVAC GARAGE-PMT 4 486812 20250228C 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 418,804.29 34333 4/11/2025 144495 SMALL LOT MN 420.12 WINE#1 00051469 487016 90812 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6.00 FREIGHT#1 00051469 487017 90812 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 426.12 34334 4/1112025 158490 SONUS INTERIORS INC 712.50 POLICE OPERATIONS GARAGE-PMT#1 486807 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 712.50 R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34334 4/11/2025 158490 SONUS INTERIORS INC 34335 4/11/2025 119875 SOUTH METRO RENTAL 688.92 CHAINSAW & PARTS 486848 138246 1610.6211 688.92 34336 4/11/2025 142722 STANTEC CONSULTING SERVICES, INC. 812.00 BOOSTER STATION PROJECT PH2 487078 2368565 5320.6735 7,427.75 PFAS WTP STUDY 487077 2368568 5325.6235 8,239.75 34337 4/11/2025 150590 STONEBROOKE ENGINEERING 128,069.41 FINAL DESIGN 147TH/GLAZIER 486844 R001261005 4732.6235 128,069.41 34338 4111/2025 158542 STRATUS BUILDING SOLUTIONS OF ST PAUL 459.53 BUILDING CLEANING MAR 486855 14008 2215.6240 459.53 34339 4111/2025 147460 TRADITION WINE & SPIRITS 3,784.00 WINE43 00051881 487025 42653 5085.6520 75.00 FREIGHT43 00051881 487026 42653 5085.6550 2,352.00 WINE#2 00051881 487023 42702 5055.6520 44.00 FREIGHT#2 00051881 487024 42702 5055.6550 1,936.00 WINE#1 00051881 487021 42715 5015.6520 36.00 FREIGHT#1 00051881 487022 42715 5015.6550 220.00 LIQ#3 00051881 487027 42837 5085.6510 4.00 FREIGHT#3 00051881 487028 42837 5085.6550 175.33 WINE#3 00051881 487029 42847 5085.6520 8,626.33 34340 4/11/2025 100486 TWIN CITY GARAGE DOOR CO 1,085.44 BUILDING 3 GARAGE DOOR REPAIR 486840 415705828 1530.6266 1,085.44 34341 4/11/2025 156853 UTILITY LOGIC LLC 288.49 MARKING PAINT 487090 15349 5335.6229 288.49 34342 4111/2025 100498 VIKING INDUSTRIAL CENTER 253.76 SAFETY GLASSES AND CLEANER 487089 3306470 5330 6229 Subledger Account Description Continued... SMALL TOOLS & EQUIPMENT 4/9/2025 10:25:33 Page - 9 Business Unit STREET/BOULEVARD REPAIR & MNTC 2024138W CAPITAL OUTLAY -OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 2024137W CONSULTANT SERVICES WATER TREATMENT FCLTY MNTC/RPR 2019106R CONSULTANT SERVICES TIF#1 CAPITAL PROJECTS CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING WINE LIQUOR #3 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES WINE LIQUOR #2 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES WINE LIQUOR #1 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES LIQUOR LIQUOR #3 STOCK PURCHASES FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES WINE LIQUOR #3 STOCK PURCHASES REPAIRS -BUILDING FLEET & BUILDINGS-CMF GENERAL SUPPLIES WATER FINAL/SERVICE ON OFF/LOC GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 34342 4/11/2025 100498 VIKING INDUSTRIAL CENTER 253.76 34343 4/11/2025 122010 VINOCOPIA 128.00 WINE#2 00046257 487030 370591 128.00 343" 4/11/2025 100081 WASTE MANAGEMENT-BURNSVILLE LANDFILL 447.59 PARK TRASH 486854 3811402910 447.59 34345 4/1112025 100520 WINE COMPANY, THE 533.33 WINE#1 00015926 487044 295204 10.70` FREIGHT#1 00015926 487045 295204 140.00 LIQ#3 00015926 487046 295212 617.33 WINE#3 00015926 487047 295212 14.80 FREIGHT#3 00015926 487048 295212 198.00 LIQ#3 00015926 487049 296445 1,224.00 WINE#3 00015926 487050 296445 79.00 THC#3 00015926 487051 296445 92.00 TAX#3 00015926 487052 296445 20.00 FREIGHT#3 00015926 487053 296445 2,929.16 34346 411112025 137762 WSB 8. ASSOCIATES INC 2,192.00 NRMP INSPECTIONS FEB 487067 R02540900010 2,070.50 COBBLESTONE CONSTADMIN FEB 25 486791 R02560800010 4,262.50 325351 419/2025 147492 ACUSHNET COMPANY 17.28- DISCOUNT 487102 920077259 864.00 LOGOED GLOVES 487102 920077259 23.52 DISCOUNT 487103 920077379 1,176.00 TITLEIST WEDGES 487103 920077379 2.49- DISCOUNT 487101 920095278 124.50 TITLEIST BALLS 487101 920095278 2,168.25 5055.6520 1720.6240 5015.6520 5015.6550 5085.6510 5085.6520 5085.6550 5085.6510 5085.6520 5085.6515 5085.6540 5085.6550 5505.6235 2331.6235 Subledger Account Description Continued... WINE 4/9/2025 10:25:33 Page - 10 Business Unit LIQUOR #2 STOCK PURCHASES CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE WINE FREIGHT ON RESALE MDSE LIQUOR WINE FREIGHT ON RESALE MDSE LIQUOR WINE THC/CBD TAXABLE MISC FOR RESALE FREIGHT ON RESALE MDSE CONSULTANT SERVICES PR230064 CONSULTANT SERVICES 2260.6423 GOLF -CASH DISCOUNT 2260.6415 GOLF -GLOVES 2260.6423 GOLF -CASH DISCOUNT 2260.6414 GOLF -CLUBS 2260.6423 GOLF -CASH DISCOUNT 2260.6412 GOLF -BALLS LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES STORM DRAIN MNTC/RPR/SUMPS COBBLESTONE LAKE PARK GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES GOLF PRO SHOP MERCH SALES 325352 41912025 100023 ANDERSEN INC, EARL F 282.00 SIGN REPLACEMENTS AND HARDWARE 486834 138911IN 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 282.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 11 Council Check Register by Invoice & Summary 2/10/2025 -- 4111/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 325352 41912025 100023 ANDERSEN INC, EARL F Continued... 325353 419/2025 154253 APPLE FORD LINCOLN 396.36 POLICE VEHICLE LEASE -APR 487128 20250328 1215.6310 RENTAL EXPENSE POLICE DETECTIVE UNIT 146.30- PARTS - #919 486008 CM70366B 1210.6215 EQUIPMENT -PARTS POLICE FIELD OPERATIONS/PATROL 250.06 325354 419/2025 163072 ARCHITECT MECHANICAL INC 40,088.57 POLICE OPERATIONS GARAGE-PMT 2 486820 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 40,088.57 325355 419/2025 163070 ARCHITECTURAL PANEL SYSTEMS INC 64,330.20 POLICE OPERATIONS GARAGE-PMT 4 486821 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 64,330.20 325356 419/2025 118892 ASPEN MILLS 195.13 RIKKERS UNIFORM 486802 351260 1330 6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 70.01 MCNULTY UNIFORM - POLO 487115 351397 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 265.14 325357 419/2025 100820 AT&T MOBILITY 38.23 PW WIRELESS DATA 487123 287325474621X04 1500.6237 TELEPHONE/PAGERS PW MANAGEMENT 032025 38.23 IT WIRELESS DATA 487123 287325474621X04 1030 6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 032025 41.23 POL CELL PHONE 487123 287325474621X04 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 032025 44.88 NR CELL PHONE 487123 287325474621X04 1520.6237 TELEPHONE/PAGERS NATURAL RESOURCES 032025 44.88 ADM CELL PHONE 487123 287325474621X04 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 032025 76.46 PK WIRELESS DATA 487123 287325474621X04 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 032025 89.76 ENG CELL PHONES 487123 287325474621X04 1510.6237 TELEPHONE/PAGERS PW ENGINEERING &TECHNICAL 032025 114.69 STR WIRELESS DATA 487123 287325474621X04 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 032025 119.06 PK CELL PHONES 487123 287325474621X04 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 032025 134.64 STIR CELL PHONES 487123 287325474621X04 1600.6237 TELEPHONEIPAGERS STREET MANAGEMENT 032025 R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 325357 41912025 100820 AT&T MOBILITY 149.79 REC CELL PHONES 41.23 GOLF CELL PHONE 114.69 GOLF WIRELESS DATA 86.11 UTIL CELL PHONES 382.30 UTIL WIRELESS DATA 38.23 STORM WIRELESS DATA 1,554.41 325358 419/2025 149274 B & H PHOTO -VIDEO 519.06 OSMO ACTION 5 519.06 PO # 325359 419/2025 103508 BECKER, TARA L 204.00 HOMICIDE TRNG-BECKER-KOHLER WI 204.00 325360 4/9/2025 142663 BIBERDORF, TIM 70.00 PRESCRIPTION GLASSES -TBIBERDO 70.00 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Doc No Inv No Account No 487123 287325474621X04 1700.6237 032025 487123 287325474621X04 2205.6237 032025 487123 287325474621X04 2205.6237 032025 487123 287325474621X04 5305.6237 032025 487123 287325474621X04 5305.6237 032025 487123 287325474621X04 5505.6237 032025 486768 232759782 2012.6229 483750 20250212 1225.6278 486850 20250303 1510.6281 Subledger Account Description Continued... TELEPHONE/PAGERS TELEPHONE/PAGERS TELEPHONE/PAGERS TELEPHONE/PAGERS TELEPHONE/PAGERS TELEPHONE/PAGERS GENERAL SUPPLIES SUBSISTENCE ALLOWANCE 4/9/2025 10:25:33 Page - 12 Business Unit PARK & RECREATION MANAGEMENT GOLF MANAGEMENT GOLF MANAGEMENT WATER MGMT/REPORT/DATA ENTRY WATER MGMT/REPORT/DATA ENTRY STORM DRAIN MNTC/RPR/SUMPS CABLE TV JOINT POWERS POLICE TRAINING UNIFORM/CLOTHING ALLOWANCE PW ENGINEERING & TECHNICAL 325361 419/2025 100152 BREAKTHRU BEVERAGE MIN WINE 6,057.93 LIQ#3 00001930 486902 120572522 5085.6510 LIQUOR 205.50- CMLIQ#3 00001930 486903 120572522 5085.6510 LIQUOR 40.25 FREIGHT#3 00001930 486904 120572522 5085.6550 FREIGHT ON RESALE MDSE 1.15- CMFREIGHT#3 00001930 486905 120572522 5085.6550 FREIGHT ON RESALE MDSE 130.50 WINE#3 00001930 486925 120572523 5085.6520 WINE 2.30 FREIGHT#3 00001930 486926 120572523 5085.6550 FREIGHT ON RESALE MDSE 3,232.00 WINE#3 00001930 486927 120572524 5085.6520 WINE 35.65 FREIGHT#3 00001930 486928 120572524 5085.6550 FREIGHT ON RESALE MDSE 4,044.08 LIQ#2 00001930 486896 120572528 5055.6510 LIQUOR 57.88 FREIGHT#2 00001930 486897 120572528 5055.6550 FREIGHT ON RESALE MDSE 20.00 TAX#2 00001930 486898 120572529 5055.6540 TAXABLE MISC FOR RESALE 1.15 FREIGHT#2 00001930 486899 120572529 5055.6550 FREIGHT ON RESALE MDSE 296.00 WINE#2 00001930 486919 120572530 5055.6520 WINE LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description 325361 4/9/2025 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 3.45 FREIGHT#2 00001930 486920 120572530 5055.6550 FREIGHT ON RESALE MDSE 96.00 WINE#2 00001930 486921 120572531 5055.6520 WINE 2.30 FREIGHT#2 00001930 486922 120572531 5055.6550 FREIGHT ON RESALE MDSE 4,140.00 LIQ#1 00001930 486888 120572533 5015 6510 LIQUOR 33.44 FREIGHT#1 00001930 486889 120572533 5015.6550 FREIGHT ON RESALE MDSE .29 FREIGHT#1 00001930 486910 120572534 5015.6550 FREIGHT ON RESALE MDSE 856.00 WINE#1 00001930 486911 120572535 5015.6520 WINE 6.90 FREIGHT#1 00001930 486912 120572535 5015.6550 FREIGHT ON RESALE MDSE 2,566.15 LIQ#3 00001930 486906 120684541 5085.6510 LIQUOR 16.96 FREIGHT#3 00001930 486907 120684541 6085.6550 FREIGHT ON RESALE MDSE 1,57600 WINE#3 00001930 486929 120684542 5085.6520 WINE 13.80 FREIGHT#3 00001930 486930 120684542 5085.6550 FREIGHT ON RESALE MDSE 448.00 WINE#3 00001930 486931 120684543 5085.6520 WINE 4.60 FREIGHT#3 00001930 486932 120684543 5085.6550 FREIGHT ON RESALE MDSE 512.00 WINE#1 00001930 486913 120684548 5015.6520 WINE 4.60 FREIGHT#1 00001930 486914 120684548 5015.6550 FREIGHT ON RESALE MDSE 96.00 WINE#1 00001930 486915 120684549 5015.6520 WINE 2.30 FREIGHT#1 00001930 486916 120684549 5015.6550 FREIGHT ON RESALE MDSE 666.35 LIQ#1 00001930 486890 120684550 5015.6510 LIQUOR 10.35 FREIGHT#1 00001930 486891 120684550 5015.6550 FREIGHT ON RESALE MDSE 135.00 LIQ#3 00001930 486908 120797886 5085.6510 LIQUOR 1.15 FREIGHT#3 00001930 486909 120797886 5085.6550 FREIGHT ON RESALE MDSE 104.00 WINE#3 00001930 486933 120797887 5085.6520 WINE 1.15 FREIGHT#3 00001930 486934 120797887 5085.6550 FREIGHT ON RESALE MDSE 1,080.00 WINE#3 00001930 486935 120797888 5085.6520 WINE 6.90 FREIGHT#3 00001930 486936 120797888 5085.6550 FREIGHT ON RESALE MDSE 125.00 LIQ#2 00001930 486900 120797891 5055.6510 LIQUOR 4.60 FREIGHT#2 00001930 486901 120797891 5055.6550 FREIGHT ON RESALE MDSE 192.00 WINE#2 00001930 486923 120797892 5055 6520 WINE 3.45 FREIGHT#2 00001930 486924 120797892 5055.6550 FREIGHT ON RESALE MDSE 941.01 LIQ#1 00001930 486892 120797894 5015.6510 LIQUOR 18.40 FREIGHT#1 00001930 486893 120797894 5015.6550 FREIGHT ON RESALE MDSE 20.00 NTAX#1 00001930 486894 120797895 5015.6545 NON-TAXABLE MISC FOR RESALE 1.15 FREIGHT#1 00001930 486895 120797895 5015.6550 FREIGHT ON RESALE MDSE 52.00 WINE#1 00001930 486917 120797896 5015.6520 WINE 1.15 FREIGHT#1 00001930 486918 120797896 5015.6550 FREIGHT ON RESALE MDSE 27,453.54 325362 4/9/2025 143716 CARCIOFINI COMPANY INC 20,077.77 POLICE OPERATIONS GARAGE-PMT 1 486822 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS Page - 13 Business Unit LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES LIQUOR #1 STOCK PURCHASES 2024A CAPITAL PROJECTS CIP EXP R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 325362 4/9/2025 143716 CARCIOFINI COMPANY INC 20,077.77 325363 4/9/2025 100878 CHARTER COMMUNICATIONS 7.87 FIRE 3 CABLE TV MAR 486729 175319601 MAR25 1340.6237 62.53 POL CABLE TV MAR 486728 175322001 MAR25 1200.6237 70.40 325364 418/2025 159037 CHUX 3,151.00 STAFF UNIFORMS TSHIRTS(352) 486778 11877 1940.6281 3.151.00 325365 419/2025 100282 CINTAS CORPORATION 10.80 FLOOR MATS 486764 4224705555 5065.6240 10.90 AVSA ENTRANCE MATS 487118 4225022207 5210.6240 36.00 RUG SERVICE 486831 4226349434 1530.6240 8.30 HAYES ENTRANCE MATS 487119 4225349458 5265.6240 81.07 AVCC RUG SERVICE 486781 4225349539 1900.6240 147.07 325366 4/9/2025 141919 CIVICPLUS 8,511.40 CIVICPLUS ANNUAL HOSTING 486786 331776 1030.6308 8,511.40 325367 419/2025 158877 CLEAN RIVER RECYCLING SOLUTIONS 14,220.00 SPLASH VALLEY TRASH RECYC CANS 487141 S24120116 2306.6740 14,220.00 325368 419/2025 130960 COLDSPRING GRANITE COMPANY 392.00 NICHE PLAQUE - FORD 486829 R12352378 5605.6325 141.00 DATE PLATE - SMEBAKKEN 487087 R12360340 5605.6325 533.00 325369 4/9/2025 159127 CREATIVE RESOURCES AGENCY LLC 556.49 NAME TAGS 486779 IN0015975 1900.6229 556.49 325370 418/2025 143882 CULLIGAN 206.50 WATER SOFTENER LEASE 487113 157349250165MAR 1920.6249 25 108.75 HAYES WATER SOFTENING 487122 157985475324MAR 5265.6249 Subledger Account Description Continued... TELEPHONE/PAGERS TELEPHONE/PAGERS 4/9/2025 10:25:33 Page - 14 Business Unit FIRE BLDG & GROUNDS MNTC POLICE MANAGEMENT UNIFORM/CLOTHING ALLOWANCE AQUATIC SWIM CENTER CLEANING SERVICE/GARBAGE REMOVLIQUOR #2 OPERATIONS CLEANING SERVICE/GARBAGE REMOVARENA 1 BUILDING MAINTENANCE CLEANING SERVICE/GARBAGE REMOVFLEET & BUILDINGS-CMF CLEANING SERVICE/GARBAGE REMOVARENA 2 BLDG MAINTENANCE-HAYES CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER SOFTWARE SUBSCRIPTIONS INFORMATION TECHNOLOGY PR230032 CAPITAL OUTLAY-MACHIEQUIP/OTHE APPLE VALLEY AQUATIC CENTER COLUMBARIUM COLUMBARIUM GENERAL SUPPLIES CEMETERY CEMETERY AV COMMUNITY CENTER OTHER CONTRACTUAL SERVICES SENIOR CENTER OTHER CONTRACTUAL SERVICES ARENA 2 BLDG MAINTENANCE-HAYES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4l9/2025 10:25:33 Council Check Register by GL Page - 15 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 325370 41912025 143882 CULLIGAN Continued... 25 108.75 AVSA WATER SOFTENING 487121 157985539939MAR 5210.6249 OTHER CONTRACTUAL SERVICES ARENA 1 BUILDING MAINTENANCE 25 424.00 325371 4/9/2025 143990 DAKOTA COUNTY 125.00 ROW PERMIT 486836 20250204 125.00 325372 419/2025 156111 DOSTAL, THOMAS 450.00 DOT SAP EVAL AGREEMENT 486862 20250401 450.00 325373 4/9/2025 163563 DUPRE, ROBERT 67.45 UB REFUND 158 JUNIPER LN 486801 20250403A 67.45 325374 41912025 161092 DYKMAN ELECTRICAL INC 9,208.00 LZ#4 VFD PURCHASE 487075 7226631N 9,208.00 325375 41912025 162483 ENVISION GLASS INC 199,500.00 POLICE OPERATIONS GARAGE-PMT 3 486818 20250228 199,500.00 325376 419/2025 100166 FEDEX 817.71 FREIGHT ON RESALE 486857 881065618 817.71 325377 419/2025 163562 FREDERICKSON, JAMIE 101.70 UB REFUND 14107 DOMINICAAVE 486800 20250403B 101.70 325378 41912025 162485 FRONTIER FIRE PROTECTION 3,800.00 POLICE OPERATIONS GARAGE-PMT 4 486808 20250228 3.800.00 325379 419/2025 100827 GRAPE BEGINNINGS INC 1,104.96 LIQ#3 00032379 487034 163341 237.00 WINE#3 00032379 487035 163341 1510.6244 1020.6235 5301.4997 5325.6735 ROW EPERMIT FEES CONSULTANT SERVICES PW ENGINEERING &TECHNICAL HUMAN RESOURCES WATER/SEWER ACCT REFUNDS WATER & SEWER FUND REVENUE CAPITAL OUTLAY -OTHER IMPROVEME WATER TREATMENT FCLTY MNTC/RPR 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 5301.4997 WATER/SEWER ACCT REFUNDS WATER & SEWER FUND REVENUE 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 5085.6510 5085.6520 LIQUOR WINE LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 325379 4/9/2025 100827 GRAPE BEGINNINGS INC 15.75 FREIGHT#3 00032379 487036 163341 5085.6550 216.00 LIQ#2 00032379 487031 163342 5055.6510 579.00 WINE#2 00032379 487032 163342 5055.6520 13.50 FREIGHT#2 00032379 487033 163342 5055.6550 312.00 TAX#3 00032379 487037 163787 5085.6540 9.00 FREIGHT#3 00032379 487038 163787 5085.6550 267.90 LIQ#3 00032379 487039 164071 5085.6510 141.00- CMLIQ#3 00032379 487040 164071 5085.6510 639.00 WINE#3 00032379 487041 164071 5085.6520 11.25 FREIGHT#3 00032379 487042 164071 5085.6550 2.25- CMFREIGHT#3 00032379 487043 164071 5085.6550 3,262.11 325380 419/2025 158943 GUADALAJARA, NICOLE 204.00 HOMICIDE-GUADALAJARA-KOHLER WI 483749 20250212 1225.6278 204.00 325381 4/9/2025 103314 INNOVATIVE OFFICE SOLUTIONS 75.97 KLEENEX, TOWELS, WALL FILE 486765 IN4799874 5065.6229 54.81 CLEANING SUPPLIES 486766 IN4799875 5025.6229 14.70 MARKERS FOR COUNCIL 486799 IN4801211 1005.6210 57.82 MOBILE FILE -HR 486799 IN4801211 1020.6210 203.30 Subledger Account Description Continued... FREIGHT ON RESALE MDSE LIQUOR WINE FREIGHT ON RESALE MDSE TAXABLE MISC FOR RESALE FREIGHT ON RESALE MDSE LIQUOR LIQUOR WINE FREIGHT ON RESALE MDSE FREIGHT ON RESALE MDSE 419/2025 10:25:33 Page - 16 Business Unit LIQUOR #3 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #2 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES SUBSISTENCE ALLOWANCE POLICE TRAINING GENERAL SUPPLIES GENERAL SUPPLIES OFFICE SUPPLIES OFFICE SUPPLIES 325382 419/2025 100252 IPMA-HR 510.00 FIRE TESTING MATERIALS 487082 6964 1020.6235 CONSULTANT SERVICES 510.00 325383 419/2025 162603 ISG 3,737.50 SKATE PARK LANDSCAPE DESIGN 486777 115090 2347.6235 PR230010 CONSULTANT SERVICES 3,737.50 325384 419/2025 100265 KENDRICK ELECTRIC 291.00 FS1 4' LIGHT REPAIR 487114 3281 1340.6266 REPAIRS -BUILDING 291.00 325385 419/2025 154706 KL LOMPLAN WINES INC 1,130.04 WINE#3 00052648 486997 307483828 5085.6520 WINE 19.25 FREIGHT#3 00052648 486998 307483828 5085.6550 FREIGHT ON RESALE MDSE 1.149.29 LIQUOR #2 OPERATIONS LIQUOR #1 OPERATIONS MAYORICITY COUNCIL HUMAN RESOURCES HUMAN RESOURCES JOHNNY CAKE RIDGE WEST PARK FIRE BLDG & GROUNDS MNTC LIQUOR #3 STOCK PURCHASES LIQUOR #3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 17 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 325385 4/9/2025 164706 KL LOMPLAN WINES INC Continued... 325386 4/9/2025 100281 LEAGUE OF MN CITIES 535.00 LMC CONF-HOOPPAW-DULUTH MN 486767 425947 1005.6276 SCHOOLS/CONFERENCES/EXP OTHERMAYOR/CITY COUNCIL 535.00 325387 419/2025 163538 LEES CERAMICS INC 48,358.03 POLICE OPERATIONS GARAGE-PMT 1 486819 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 48,358.03 325388 419/2025 147557 LIBATION PROJECT 398.00 WINE#3 00051923 486995 87385 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 6.00 FREIGHT#3 00051923 486996 87385 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 404.00 325389 4/9/2025 100309 MENARDS 43.88 WINDSHIELD WASH FOR CAMERATR 486860 87262A 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 406.06 PAINT,PAINT SUPPLIES,CMF 486845 88214 1540.6229 GENERAL SUPPLIES CMF BUILDINGS & GROUNDS MNTC 34.99 PAINTING SUPPLIES 486783 88533A 1730.6211 SMALL TOOLS & EQUIPMENT PARK BUILDING MAINTENANCE 247.41 PICNIC TABLE STAIN 487108 89365 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 25.68 PARTS FOR LIFT 9 WATER 486861 89468 5380.6215 EQUIPMENT -PARTS SEWER LIFT STN REPAIR & MNTC 1.19 STAPLES 487107 89490 1720.6211 SMALL TOOLS & EQUIPMENT PARK GROUNDS MAINTENANCE 34.47 TOOLS FOR PAYTON'S TRUCK 487106 89493 1720.6211 SMALL TOOLS & EQUIPMENT PARK GROUNDS MAINTENANCE 94.09 MISC. SUPPLIESITOOLS 486835 89590A 1610.6211 SMALL TOOLS & EQUIPMENT STREET/BOULEVARD REPAIR & MNTC 4.69 CURB BOX STAND PIPE REPAIR 486859 89612 5330.6215 EQUIPMENT -PARTS WTR MAIN/HYDRANT/CURB STOP MNT 33.97 SHOP SUPPLIES 486796 89789 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 61.95 HW PRV 487091 89960 5330.6211 SMALL TOOLS & EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 988.38 325390 419/2025 128699 MES SERVICE COMPANY LLC 72.43 UNIFORM - 1/4 ZIP 487116 IN2180780 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 72.43 325391 4/9/2025 116125 MN DEPT OF PUBLIC SAFETY 100.00 HOMELAND SECURITY CHEM INVT. 486826 1900200332024M1 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 48359 25.00 HOMELAND SECURITY CHEM INVf. 486828 1900200492024M1 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 48360 125.00 325392 4/9/2025 100693 MN FIRE SERVICE CERTIFICATION R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 18 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 325392 41912025 100693 MN FIRE SERVICE CERTIFICATION Continued... 142.00 INSTRUCTOR II CERT ROBINSON 486776 13699 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 142.00 INSTRUCTOR II CERT RING 486776 13699 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 142.00 INSTRUCTOR II CERT HAHN 486776 13699 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 142.00 INSTRUCTOR II CERT WOODFORD 486776 13699 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 142.00 INSTRUCTOR II CERT PELTIER 486776 13699 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 710.00 325393 4/9/2025 158120 MY PICKLEBALL COACH 825.00 PICKLEBALL INSTR. 2/18-3/19 486784 3242025 1855.6249 OTHER CONTRACTUAL SERVICES REC FOOTBALL & SOCCER 825.00 325394 4/9/2025 143249 NAC MECHANICAL & ELECTRICAL SERVICES 174,524.50 POLICE OPERATIONS GARAGE-PMT 5 486813 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 174,524.50 325395 41912025 100995 NAPA AUTO PARTS 48.42 BROOM REPAIR PARTS 487110 957630 1765.6215 EQUIPMENT -PARTS PARK EQUIPMENT MAINTENANCE 48.42 BROOM REPAIR PARTS 487109 957733 1765.6215 EQUIPMENT -PARTS PARK EQUIPMENT MAINTENANCE 96.84 325396 4/9/2025 109947 NEW FRANCE WINE CO 238.50 LIQ#1 00041046 487001 239545 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 224.00 WINE#1 00041046 487002 239545 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 7.50 FREIGHT#1 00041046 487003 239545 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 96.00 WINE#1 00041046 487004 239905 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 2.50 FREIGHT#1 00041046 487005 239905 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 1,108.00 WINE#3 00041046 487006 240300 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 15.00 FREIGHT#3 00041046 487007 240300 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 1,691.50 325397 4/9/2025 101156 NORTHLAND CONCRETES MASONRY CO 5,437.80 POLICE OPERATIONS GARAGE-PMT 7 486805 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 5,437.80 325398 419/2025 122930 PACE ANALYTICAL SERVICES INC 312.00 WATER SYSTEM TESTING 486827 25100479303 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 312.00 325399 4/9/2025 145894 POGATCHNIK, JOEL 1,328.04 POSTAL INSP. POGATCHNIK ATLANT 486770 20241206 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 19 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 325399 4/9/2025 145894 POGATCHNIK, JOEL Continued... 1,328.04 325400 419/2025 162486 PWS INC 4,881.75 POLICE OPERATIONS GARAGE-PMT 3 486814 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 4,881.75 325401 419/2025 163539 QC COMPANIES 15,200.00 POLICE OPERATIONS GARAGE-PMT 1 486823 20250228 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 15,200.00 325402 4/9/2025 101189 RJM CONSTRUCTION 106,536.13 POLICE OPERATIONS GARAGE-PMT 9 486815 2152012809 4432.6810 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 106,536.13 325403 419/2025 150643 RUE 38 976.00 WINE#3 00052178 487014 203779 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 16.00 FREIGHT#3 00052178 487015 203779 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 384.00 WINE#2 00052178 487012 203887 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 8.00 FREIGHT#2 00052178 487013 203887 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 1,384.00 325404 419/2025 157773 SUMMER LAKES BEVERAGE 742.50 TAX#1 00052882 487018 9219 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 742.50 325405 4/9/2025 159209 TEXAS ROADHOUSE HOLDINGS LLC 10.00 OVERPAYMENT- OFFICER CHANGE 486798 20250403 1001.4034 LICENSE -LIQUOR ON SALE GENERAL FUND REVENUE 10.00 325406 4/9/2025 156293 THE WILEY LAW OFFICE, PC 1,312.00 INVESTIGATION 487081 5754 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 1,312.00 325407 4/9/2025 158406 TIFLER WINES LLC 179.82 WINE#2 00052952 487019 714 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 3.00 — FREIGHT#2 00052952 487020 714 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 182.82 325408 4/9/2025 100839 VALLEY -RICH COMPANY INC 9,721.53 WM REPAIR GV DRIVE 487074 34320 5330.6269 REPAIRS -OTHER WTR MAIN/HYDRANT/CURB STOP MNT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 20 Check # Date Amount 325408 4/9/2025 17,890.89 15,407.15 18,326.89 10.921.00 72,267.46 Supplier / Explanation PO # 100839 VALLEY -RICH COMPANY INC WM BEAK 7455 123RD STREET WM BREAK 13251 DIAMOND PATH WM BREAK PENNOCK & CO RD 42 WM REPAIR 15605 HALLMARK PATH 325409 4/9/2025 161492 VW GOLF 191.50 MARTINITEES 191.50 325410 4/9/2025 162371 WELLS CONCRETE MN 9,454.97 POLICE OPERATIONS GARAGE-PMT 5 9,454.97 325411 4/9/2025 100521 WINE MERCHANTS 384.00 WINE#3 1.25 FREIGHT#3 296.00 WINE#3 3.75 FREIGHT#3 288.00 WINE#1 3.75 FREIGHT#1 535.50 WINE#1 431.01- CMWINE#1 2.91 FREIGHT#1 260.70 WINE#1 2.50 FREIGHT#1 248.00 WINE#3 2.50 FREIGHT#3 1,597.85 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Doc No Inv No Account No 487073 34321 5330.6269 487072 34335 5330.6269 487070 34339 5330.6269 487071 34348 5330.6269 486793 86951 2260.6418 486816 20250228 4432.6810 Subledger Account Description Continued... REPAIRS -OTHER REPAIRS -OTHER REPAIRS -OTHER REPAIRS -OTHER GOLF -PRO SHOP OTHER Business Unit WTR MAIN/HYDRANT/CURB STOP MNT WTR MAIN/HYDRANT/CURB STOP MNT WTR MAIN/HYDRANT/CURB STOP MNT WTR MAIN/HYDRANT/CURB STOP MNT GOLF PRO SHOP MERCH SALES 2021172G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 00022992 487063 7512193 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 00022992 487064 7512193 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 00022992 487061 7512194 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 00022992 487062 7512194 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 00022992 487054 7512944 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 00022992 487055 7512944 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 00022992 487058 7513582 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 00022992 487059 7513582 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 00022992 487060 7513582 5016.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 00022992 487056 7513851 6015.6520 WINE LIQUOR #1 STOCK PURCHASES 00022992 487057 7513851 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 00022992 487065 7514011 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 00022992 487066 7514011 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 325412 4/9/2025 163534 WOLLSCHLAGER, JAMES 133.66 UB REFUND 13950 FERNANDO AVE 486727 20270327A 5301.4997 133.66 325413 4/9/2025 100363 XCEL ENERGY 71.95 SL ELECTRIC JCRR NORTH CR 42 486732 5100130856011 MA 5805.6545 R25 9.42 ROUNDABOUT SPKLR JCRR & 159TH 486731 5100139897905MA 1610.6255 R25 107.03 SL ELECTRIC 147TH & JCR 486730 5104562347MAR25 5805.6545 WATER/SEWER ACCT REFUNDS WATER & SEWER FUND REVENUE NON-TAXABLE MISC FOR RESALE UTILITIES -ELECTRIC NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND STREET/BOULEVARD REPAIR & MNTC STREET LIGHT UTILITY FUND R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation PO # 325413 419I2025 100363 XCEL ENERGY 230.09 POL GUN RANGE ELECTRIC MAR 418.49 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Doc No Inv No Account No 486733 5158758142MAR25 1255.6255 20250244 2110/2025 120679 U S BANK P CARD 103.88 HOTEL-TRAINING-HOMICIDE-BECKER 485831 240009750371582 00576102 Supplier 163334 KOHLER WI RESORT HOTEL (PCARD) 19.74- PARKS SALES TAX ADJUST 485739 240034150309000 17792443 19.74 PARKS SALES TAX ADJUST 485739 240034150309000 17792443 287.04 TABLES STOOLS MWF 485739 240034150309000 17792443 Supplier 148070 CROWN RENTAL AV (PCARD) 50.00 ONLINE TRAINING RSPTFUL WKPLAC 485704 240059450241002 13069553 Supplier 161286 MRA INSTITUTE OF MANAGEM (PCARD) 190.00 TRANSISTOR ANNUAL PLAN 485714 240113450275000 81230132 Supplier 163336 TRANSISTOR.FM (PCARD) 15.99 INV. SPARTAN CAMERA DUES 485722 240113450295000 12451243 Supplier 155691 SPARTAN CAMERA (PCARD) 395.00 SOTA CONF-MARBEN-ST CLOUD MN 485812 240113450325000 89570847 395.00 SOTACONFERENCE-BOOTH 485807 240113450325000 94344014 395.00 LUNDBERG SOTA CNF STCLOUD 485813 240113450335000 49073832 395.00 MACK SOTA CNF STCLOUD 485813 240113450335000 49073832 Supplier 149055 SOTA CONFERENCE (PCARD) 231.75 PUZZLE COMP GC PRIZES 485740 240133950310064 11941866 Supplier 148111 RASCALS CATERING (PCARD) 17.03 CONFERENCE AIR TRAVEL 485839 240359650371445 78024859 391.96 CONFERENCE AIR TRAVEL 485840 240359650371445 78024867 Supplier 142516 AMERICAN AIRLINES (PCARD) Subledger Account Description Continued... UTILITIES -ELECTRIC 4/9/2025 10:25:33 Page - 21 Business Unit POLICE GUN RANGE 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 1800.6229 GENERAL SUPPLIES 1000 2330 DUE TO OTHER GOVERNMENT 1800.6229 GENERAL SUPPLIES 1020.6235 CONSULTANT SERVICES 2012.6308 1200.6280 1225.6276 1200.6276 1225.6276 1225.6276 1845.6229 1030.6276 1030.6276 REC PROGRAM GENERAL GENERAL FUND BALANCE SHEET REC PROGRAM GENERAL HUMAN RESOURCES SOFTWARE SUBSCRIPTIONS CABLE TV JOINT POWERS DUES & SUBSCRIPTIONS POLICE MANAGEMENT SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING SCHOOLS/CONFERENCES/EXP OTHERPOLICE MANAGEMENT SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING SCHOOLS/CONFERENCESIEXP OTHERPOLICE TRAINING GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL SCHOOLS/CONFERENCES/EXP OTHERINFORMATION TECHNOLOGY SCHOOLS/CONFERENCES/EXP OTHERINFORMATION TECHNOLOGY R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 20250244 2/10/2025 120679 U S BANK P CARD 44.94 TRNG-UBER-BECKER-FORT WORTH TX 485703 240362950247447 1210.6276 70766292 Supplier 150670 UBER (PCARD) 130.00 LUNDER GANG SCHOOL 485717 240362950277422 1225.6275 42694339 Supplier 163332 2025 MINNESOTAGAN (PCARD) 677.09 MARKETING SUPPLIES 485819 240362950347123 1940.6239 09062333 Supplier 157581 CUSTOMINK LLC (PCARD) 6.74 TRNG-UBER-BECKER-FORT WORTH TX 485825 240362950357124 1210.6276 42627249 Supplier 150670 UBER (PCARD) 130.00 RAMSEY GANG SUMMIT-THIELEN 485824 240362950357144 1225.6275 65167590 Supplier 163332 2025 MINNESOTA GAN (PCARD) 92.45 FOOD -NEW HIRES RANGE 485711 240372450249000 1200.6275 18895764 Supplier 161729 ZZQ SMOKEHOUSE (PCARD) 14.23- STREETS SALES TAX ADJUST 485725 240552350292275 1610.6229 85227822 14.23 STREETS SALES TAX ADJUST 485725 240552350292275 1000.2330 85227822 189.30 PARTS-CHAINSAWS 485725 240552350292275 1610.6229 85227822 Supplier 141058 AHLBORN EQUIPMENT (PCARD) 35.00 ENHANCE EE EXPERIENCE-HATTOUNI 485833 240646650365000 1020.6275 11384518 Supplier 158531 NSAPA (PCARD) 577.12 STEMWARE GLASS RACKS 485721 241134350282002 5005.6229 62135441 Supplier 144237 THE WEBSTAURANT STORE (PCARD) 2.03- STREETS SALES TAX ADJUST 485705 241374650245009 1610.6229 39648442 2.03 STREETS SALES TAX ADJUST 485705 241374650245009 1000.2330 39648442 27.02 FOREMAN OFFICE SUPPLIES 485705 241374650245009 1610.6229 39648442 260.75 IRRIGATION PLAN LAMINATED 485723 241374650301002 1720.6229 89409214 4/9/2025 10:25:33 Page - 22 Subledger Account Description Business Unit Continued... SCHOOLS/CONFERENCES/EXP OTHERPOLICE FIELD OPERATIONS/PATROL SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING PRINTING AQUATIC SWIM CENTER SCHOOLS/CONFERENCES/EXP OTHERPOLICE FIELD OPERATIONS/PATROL SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES STREET/BOULEVARD REPAIR & MNTC GENERAL FUND BALANCE SHEET STREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP LOCAL HUMAN RESOURCES GENERAL SUPPLIES GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES GENERALSUPPLIES LIQUOR GENERAL OPERATIONS STREET/BOULEVARD REPAIR & MNTC GENERAL FUND BALANCE SHEET STREET/BOULEVARD REPAIR & MNTC PARK GROUNDS MAINTENANCE R55CKR2 LOGIS101 Check # Date 20250244 2/10/2025 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Amount Supplier / Explanation PO # Doc No Inv No Account No 120679 U S BANK P CARD 22.62 IRRIGATION PLAN LAMINATED 485724 241374650301002 1720.6229 89409396 Supplier 100577 OFFICE MAX (PCARD) 84.31 GROUND THAWING LP 485800 241374650320014 5605.6257 99636216 Supplier 145769 SPEEDWAY (PCARD) 3.08- POL SALES TAX ADJUST 485793 241374650321004 1200.6239 40768092 3.08 POL SALES TAX ADJUST 485793 241374650321004 1000.2330 40768092 41.02 BUSINESS CARDS 485793 241374650321004 1200.6239 40768092 .40- PARKS SALES TAX ADJUST 485799 241374650321004 1600.6229 40815026 .40 PARKS SALES TAX ADJUST 485799 241374650321004 1000.2330 40815026 5.34 LABELS MWF 485799 241374650321004 1800.6229 40815026 Supplier 100577 OFFICE MAX (PCARD) 1.35- AVCC SALES TAX ADJUST 485815 241374650341003 1900.6269 42945374 1.35 AVCC SALES TAX ADJUST 485815 241374650341003 1000.2330 42945374 17.91 EQUIPMENT PARTS 485815 241374650341003 1900.6269 42945374 58.31 HARDWARE 485820 241374650351002 2215.6229 84729827 Supplier 148085 MENARDS (PCARD) 3.90- POL SALES TAX ADJUST 485836 241374650370015 1200.6275 29948446 3.90 POL SALES TAX ADJUST 485836 241374650370015 1000.2330 29948446 51.88 TRAINING -FOOD 485836 241374650370015 1200.6275 29948446 Supplier 149661 HY VEE (PCARD) 25.27 TRAINING LUNCH 485845 241374650380014 1200.6275 30690037 Supplier 162446 BURGER MOES (PCARD) 72.74 BRAKE CLEANER 485844 241374650380014 2240.6229 Subledger Account Description Continued... GENERAL SUPPLIES 4/9/2025 10:25:33 Page - 23 Business Unit PARK GROUNDS MAINTENANCE UTILITIES-PROPANE/WATER/SEWER CEMETERY PRINTING DUE TO OTHER GOVERNMENT PRINTING GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES REPAIRS -OTHER DUE TO OTHER GOVERNMENT REPAIRS -OTHER GENERAL SUPPLIES POLICE MANAGEMENT GENERAL FUND BALANCE SHEET POLICE MANAGEMENT REC PROGRAM GENERAL GENERAL FUND BALANCE SHEET REC PROGRAM GENERAL AV COMMUNITY CENTER GENERAL FUND BALANCE SHEET AV COMMUNITY CENTER GOLF CLUBHOUSE BUILDING SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 20250244 2/10/2025 120679 U S BANK P CARD 30743752 Supplier 152153 AUTOZONE (PCARD) 75.00 PAVEMENT PRES.MANKATO BUECHSLE 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.MKTO HOCHSPRUNG 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.MANKATO LUNDEEN 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES MANKATO MOELLER 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.MANKATO RUSSO 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.MANKATO WEIGEL 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD BUNKE 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD TLEE 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD MIX 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD OLSON 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD WAGNER 485804 241382950320786 1610.6276 78000562 75.00 PAVEMENT PRES.STCLOUD ZELLMER 485804 241382950320786 1610.6276 78000562 Supplier 148118 U OF M CCE (PCARD) 2.03- PARKS SALES TAX ADJUST 485798 241640750310910 1800.6229 08397552 2.03 PARKS SALES TAX ADJUST 485798 241640750310910 1000.2330 08397552 67.06 CRAYONS & COL CONTEST PRIZES 485798 241640750310910 1800.6229 08397552 Supplier 100463 TARGET STORES (PCARD) 395.00 BECKER HOMICIDE SCHOOL-KOHLER 485832 241988050365051 1225.6276 93885068 Supplier 139988 PAYPAL(PCARD) 2.34- PARKS SALES TAX ADJUST 485741 242316850312289 1845.6229 41130352 419/2025 10:25.33 Page - 24 Subledger Account Description Business Unit Continued... SCHOOLS/CONFERENCESIEXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLSICONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC SCHOOLS/CONFERENCES/EXP OTHERSTREET/BOULEVARD REPAIR & MNTC GENERAL SUPPLIES REC PROGRAM GENERAL DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET GENERAL SUPPLIES REC PROGRAM GENERAL SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL R55CKR2 LOGIS101 Check # Date 20250244 2/10/2025 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/110025 Amount Supplier / Explanation PO # Doc No Inv No Account No 120679 U S BANK P CARD 2.34 PARKS SALES TAX ADJUST 485741 242316850312289 1000.2330 41130352 145.38 PUZZLE COMPETITION FOOD SUP 485741 242316850312289 1845.6229 41130352 Supplier 150796 ALDI (PCARD) 125.00 WEBSITE 485821 242390050359000 2205.6239 10200592 Supplier 158331 TWIN CITIES GOLF ORGANIZATION (PCARD) 75.45- POL SALES TAX ADJUSTMENT 485806 242707450319000 1200.6215 61600307 75.45 POL SALES TAX ADJUSTMENT 485806 242707450319000 1000.2330 61600307 990.14 GUN PARTS 485806 242707450319000 1200.6215 61600307 Supplier 154760 THE MODERN SPORTSMAN (PCARD) 77.32 HAZARDOUS WASTE FEE 485736 242707650290227 1540.6399 13000547 77.32 HAZARDOUS WASTE FEE 485737 242707650290227 1540.6399 13000554 Supplier 154594 DAKOTA COUNTY (PCARD) 100.00 POTTERY CRAFT CLASS 485834 242753950369000 1920.6229 18603655 Supplier 158178 COLOR ME MINE (PCARD) 57.00 LICENSE GUIDES 485716 243230450281521 2270.6229 00072182 Supplier 156012 DRIVERS LICENSE GUIDE CO (PCARD) 62.11 TRAINING -FOOD 485816 243428550330171 1200.6275 25643832 Supplier 162640 BRUNSONS (PCARD) 78.18- AVCC SALES TAX ADJUST 485715 244262950280180 1900.6229 13430717 78.18 AVCC SALES TAX ADJUST 485715 244262950280180 1000.2330 13430717 1,040.18 AED BATTERIES 485715 244262950280180 1900.6229 13430717 Supplier 163331 AED BRANDS (PCARD) 46.14 WATER FOR RANGE 485814 244273350337302 1200.6229 54470600 23.00 PS VAL. PARTY 485838 244273350377302 1875.6229 Subledger Account Description Continued... DUE TO OTHER GOVERNMENT GENERAL SUPPLIES PRINTING EQUIPMENT -PARTS DUE TO OTHER GOVERNMENT EQUIPMENT -PARTS OTHER CHARGES OTHER CHARGES GENERAL SUPPLIES GENERAL SUPPLIES 4/9/2025 10:25:33 Page - 25 Business Unit GENERAL FUND BALANCE SHEET REC SELF SUPPORT FROG GENERAL GOLF MANAGEMENT POLICE MANAGEMENT GENERAL FUND BALANCE SHEET POLICE MANAGEMENT CMF BUILDINGS & GROUNDS MNTC CMF BUILDINGS & GROUNDS MNTC SENIOR CENTER GOLF FOOD & BEVERAGE SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES AV COMMUNITY CENTER GENERAL FUND BALANCE SHEET AV COMMUNITY CENTER POLICE MANAGEMENT REC PRESCHOOL PROGRAMS R55CKR2 LOGIS101 Check # Date 20250244 2/10/2025 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Amount Supplier / Explanation PO # Doc No Inv No Account No 120679 U S BANK P CARD 58173883 Supplier 148071 CUB FOODS (PCARD) 19.30- POL SALES TAX ADJUST 485719 244356550280556 1210.6229 97035671 19.30 POL SALES TAX ADJUST 485719 244356550280556 1000.2330 97035671 256.81 OXYGEN/ EMS BAG FOR SQUAD 911 485719 244356550280556 1210.6229 97035671 32.91- POL SALES TAX ADJUST 485842 244356550370579 1200.6229 82052907 32.91 POL SALES TAX ADJUST 485842 244356550370579 1000.2330 82052907 437.86 RAM FOR NEW SQUAD 485842 244356550370579 1200.6229 82052907 Supplier 100190 GALLS, LLC (PCARD) 376.68 FIRE SCHOOL- HOTEL- HAHN 485801 244450050325007 1310.6276 17503638 376.68 FIRE SCHOOL-HOTEL-RIKKERS 485802 244450050325007 1310.6276 17503711 376.68 FIRE SCHOOL-HOTEL-KIEHL 485803 244450050325007 1310.6276 17503893 Supplier 103257 ARROWWOOD (PCARD) 14.39- POL SALES TAX ADJUST 485826 244450050365005 1200.6229 12258400 14.39 POL SALES TAX ADJUST 485826 244450050365005 1000.2330 12258400 208.69 SUPERVISORS TRAINING DAY 485826 244450050365005 1200.6229 12258400 Supplier 145421 REDS SAVOY PIZZA (PCARD) 15.00 SERVER TRAINING FEE 485796 244538850320065 5005.6275 64497076 Supplier 155888 MN LICENSED BEVERAGE ASSOC (PCARD) 330.00 BLUEBEAM SOFTWARE - JODIE 487105 244921650285000 1510.6308 04349851 Supplier 161279 BLUEBEAM INC (PCARD) 4.87- POL SALES TAX ADJUST 485794 244921650315000 1200.6229 12880223 4.87 POL SALES TAX ADJUST 485794 244921650315000 1000.2330 12880223 Subledger Account Description Continued... GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES 4/9/2025 10:25:33 Page - 26 Business Unit POLICE FIELD OPERATIONS/PATROL GENERAL FUND BALANCE SHEET POLICE FIELD OPERATIONS/PATROL POLICE MANAGEMENT GENERAL FUND BALANCE SHEET POLICE MANAGEMENT SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING GENERAL SUPPLIES DUE TO OTHER GOVERNMENT GENERAL SUPPLIES POLICE MANAGEMENT GENERAL FUND BALANCE SHEET POLICE MANAGEMENT SCHOOLS/CONFERENCES/EXP LOCAL LIQUOR GENERAL OPERATIONS SOFTWARE SUBSCRIPTIONS PW ENGINEERING & TECHNICAL GENERAL SUPPLIES DUE TO OTHER GOVERNMENT POLICE MANAGEMENT GENERAL FUND BALANCE SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 27 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 20250244 2/10/2025 120679 U S BANK P CARD Continued... 64.86 SWAT BWC HOLDER 485794 244921650315000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 12880223 Supplier 155316 ZERO9 SOLUTIONS (PCARD) 140.00 K9 LOCATION PROGRAM 485818 244939850330720 1210.6308 SOFTWARE SUBSCRIPTIONS POLICE FIELD OPERATIONS/PATROL 54081548 Supplier 158325 PACKTRACK (PCARD) 52.00 TRAINING -FOOD 485817 244939850340721 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 54596170 Supplier 162441 MARQUEZ GRILL (PCARD) 939.89 FS2 DRYER FOR APP BAY 485843 244939850370733 1340.6211 SMALL TOOLS & EQUIPMENT FIRE BLDG & GROUNDS MNTC 28247739 Supplier 100647 WARNERS STELLIAN (PCARD) 158.04 EVIDENCE ROOM SUPPLIES 485733 246392350299000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 15100307 Supplier 158370 SIRCHIE ACQUISITION COMPA (PCARD) 68.35 REPLACEMENT HOSE 485709 246921650241000 5265.6266 REPAIRS -BUILDING ARENA 2 BLDG MAINTENANCE-HAYES 26651327 38.35 HEATER TIMER 485710 246921650241000 5265.6266 REPAIRS -BUILDING ARENA 2 BLDG MAINTENANCE-HAYES 41850607 41.62 EDGER REPAIR 485707 246921650241028 5265.6215 EQUIPMENT -PARTS ARENA BLDG MAINTENANCE-HAYES 00792434 55.80 EDGER REPAIR 485706 246921650251001 5265.6215 EQUIPMENT -PARTS ARENA 2 BLDG MAINTENANCE-HAYES 87432268 Supplier 140339 AMAZON.COM (PCARD) 192.00 SHIRTS FOR NEW INVESTIGATORS 485713 246921650271025 1200.6281 UNIFORM/CLOTHING ALLOWANCE POLICE MANAGEMENT 73777874 Supplier 116502 3 GUYS SEWING (PCARD) 53.34 TRAINING -FOOD 485742 246921650311055 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 02577962 Supplier 146424 POTBELLY (PCARD) .39- PARKS SALES TAX ADJUST 485795 246921650321061 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 69586402 .39 PARKS SALES TAX ADJUST 485795 246921650321061 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 69586402 5.18 PS VAL. PARTY 485795 246921650321061 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 69586402 Supplier 100748 MICHAELS (PCARD) 173.73 K9 HIP JOINT SOFT CHEWS 485822 246921650341083 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 54255205 Supplier R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 28 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 20250244 2110/2025 120679 U S BANK P CARD Continued... 153310 CHEWYCOM (PCARD) 128.15 TRAINING -FOOD 485830 246921650361097 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 45312828 Supplier 159064 MAD COW (PCARD) 58.37 REPL GRINDING WHEELS 485837 246921650361099 5345.6229 GENERAL SUPPLIES WATER EQUIPNEHICLE/MISC MNTC 37771377 Supplier 140339 AMAZON.COM (PCARD) 1.62- CABLE SALES TAX ADJUST 485847 246921650381013 2012.6308 SOFTWARE SUBSCRIPTIONS CABLE TV JOINT POWERS 46662345 1.62 CABLE SALES TAX ADJUST 485847 246921650381013 2010.2330 DUE TO OTHER GOVERNMENT CABLE TV RESERVE BALANCE SHEET 46662345 21.61 CAPTIONATOR APP 485847 246921650381013 2012.6308 SOFTWARE SUBSCRIPTIONS CABLE TV JOINT POWERS 46662345 Supplier 154504 APPLE.COM (PCARD) 863.00 AVCC HEAT PUMP MOTOR 485846 247170550372703 1900.6266 REPAIRS -BUILDING AV COMMUNITY CENTER 71715065 Supplier 160949 ELECTRIC MOTOR REPAIR INC (PCARD) 868.56 ADV INV.INTV. FT WORTH. BECKER 487104 247554250251702 1200.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE MANAGEMENT 54182932 Supplier 150596 HILTON GARDEN (PCARD) 3,250.00 SCOTT ARCHERY RANGE TARGETS 485735 247554250292802 2363.6399 PR230032 OTHER CHARGES SCOTT PARK 92427680 Supplier 163335 PACIFIC BOW BUTTS TARGET (PCARD) 23.07 ANTENNAADAPTER FOR FS2 485828 247606250363000 1340.6215 EQUIPMENT -PARTS FIRE BLDG & GROUNDS MNTC 00137220 Supplier 163333 FIELD COMPONENTS (PCARD) 56.05 MILWAUKEE - LIGHT 485720 247933850280018 1610.6211 SMALL TOOLS & EQUIPMENT STREET/BOULEVARD REPAIR & MNTC 64223070 Supplier 159162 NTE 5425 (PCARD) 75.00 EMAIL ADVERTISING 485811 247933850320009 5005.6239 PRINTING LIQUOR GENERAL OPERATIONS 04624077 Supplier 141272 MAILCHIMP (PCARD) 99.00 ECOMMERCE SERVICE FEE 485808 247933850320015 5025.6351 VISA/BANK CHARGES LIQUOR #1 OPERATIONS 39852083 99.00 ECOMMERCE SERVICE FEE 485809 247933850320015 5065.6351 VISAIBANK CHARGES LIQUOR #2 OPERATIONS 47024089 99.00 ECOMMERCE SERVICE FEE 485810 247933850320015 5095.6351 VISA/BANK CHARGES LIQUOR #3 OPERATIONS 47069084 Supplier 162558 CITY HIVE INC (PCARD) R55CKR2 LOGIS101 Check # Date 20250244 2110/2025 CITY OF APPLE VALLEY Council Check Register by GL Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Amount Supplier / Explanation PO # Doc No Inv No Account No 120679 U S BANK P CARD 94.33 NELSON UNIFORM BOOTS 485805 248019750322301 1295.6281 86332085 Supplier 144528 LA POLICE GEAR INC (PCARD) 300.00 UNIFORMS 485738 248291350303007 1210.6281 09539788 Supplier 148901 THE EMBLEM AUTHORITY (PCARD) 2.03- POL SALES TAX ADJUST 485823 249416650341013 1200.6215 73286846 2.03 POL SALES TAX ADJUST 485823 249416650341013 1000.2330 73286846 27.02 GUN PARTS 485823 249416650341013 1200.6215 73286846 Supplier 100640 FLEET FARM (PCARD) 54.70 NON OXY FUEL 485841 249416650371027 1600.6212 34882338 Supplier 129038 HOLIDAY STATIONSTORES #316 (PCARD) 298.00 ONLINE ADVERTISING 485829 249416850361018 2205.6239 59994158 Supplier 148969 HIBU INC (PCARD) 55.94 VOLUNTEER SNACKS MWF 485734 249430050291397 1800.6229 08694353 Supplier 148264 COSTCO (PCARD) 74.57 PROPANE TANK REFILLS 485744 249430050311413 5375.6229 02613215 Supplier 103023 KWIK TRIP INC (PCARD) 30.00 PROGRAM AWARDS 485835 249430050371445 1920.6229 56098418 Supplier 148995 CULVER'S OF APPLE VALLEY (PCARD) 32.41 REPL DRILL BITS 485708 249430150240101 5380.6211 91787612 48.98 WATER SHUT OFF VALVE 485712 249430150260102 5265.6266 04258450 9.19- UTIL SALES TAX ADJUST 486736 249430150270102 5330.6211 14875060 9.19 UTIL SALES TAX ADJUST 486736 249430150270102 5300.2330 14875060 138.19 MILW 12V CHARGER 486736 249430150270102 5330.6211 14875060 98.92 WALL HOOKS, MISC ITEMS FOR FS2 485797 249430150320101 1340.6229 4/9/2025 10:25:33 Page - 29 Subledger Account Description Business Unit Continued... UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS (CSO) UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL EQUIPMENT -PARTS DUE TO OTHER GOVERNMENT EQUIPMENT -PARTS MOTOR FUELS/OILS PRINTING GENERAL SUPPLIES GENERAL SUPPLIES GENERAL SUPPLIES SMALL TOOLS & EQUIPMENT REPAIRS -BUILDING SMALL TOOLS & EQUIPMENT DUE TO OTHER GOVERNMENT SMALL TOOLS & EQUIPMENT GENERAL SUPPLIES POLICE MANAGEMENT GENERAL FUND BALANCE SHEET POLICE MANAGEMENT STREET MANAGEMENT GOLF MANAGEMENT REC PROGRAM GENERAL SEWER MAINTENANCE AND REPAIR SENIOR CENTER SEWER LIFT STN REPAIR & MNTC ARENA 2 BLDG MAINTENANCE-HAYES WTR MAIN/HYDRANT/CURB STOP MINT WATER & SEWER FUND BAIL SHEET WTR MAIN/HYDRANT/CURB STOP MINT FIRE BLDG & GROUNDS MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 30 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11/2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No 20250244 2/10/2025 120679 U S BANK P CARD 87770754 Supplier 143525 HOME DEPOT STORE #2833 (PCARD) 77.32- HAZARDOUS WASTE FEE 485743 742707650300228 1540.6399 27000765 Supplier 154594 DAKOTA COUNTY (PCARD) 225.00- NFPA MEMBERSHIP REFUND 485718 746921650281029 1400.6280 62017993 Supplier 148107 NFPA (PCARD) 110.00- DOT INSPECTOR REFUND ANDY P. 485827 748019750362347 1530.6275 27602189 Supplier 150171 MN STATE COLLEGES (PCARD) 20,366.22 20250346 3/6/2025 100769 FRONTIER COMMUNICATIONS OF MN 16.50 POL INTOXILIZER 486747 6511010654FEB25 1250.6237 66.00 UTIL STRM SWR ALARMS 486746 6511973405FEB25 5505.6249 33.00 CMF RADIO LINE 486745 6511974039FEB25 1540.6237 219.50 UTIL WTP PHONES 486744 9524315081FEB25 5325.6237 143.90 PK JCRP PHONES 486743 9529532349FEB25 1730.6237 252.56 UTIL MNTC PHONE 486741 9529532355FEB25 5305.6237 105.11 IA2 PHONES 486740 9529532363FEB25 5265.6237 75.57 IA1 PHONES 486739 9529532368FEB25 5210.6237 1,420.88 PHONE SYSTEM PRI LINES 486748 9529532500FEB25 1030.6237 178.62 CH GENERATOR/HVAC MODEM 486737 9529532734FEB25 1060.6237 477.74 SWIM CHLORINE MONITOR 486749 9529532913FEB25 1940.6237 2,989.38 20250402 4/3/2025 100319 CENTERPOINT ENERGY 3,749.25 FIRE STA 2 GAS MAR 486735 6403587606MAR25 1340.6256 101.05 FIRE STA 2 GEN GAS MAR 486734 64035876073MAR2 1340.6256 5 3,850.30 20250403 413/2025 100769 FRONTIER COMMUNICATIONS OF MN 16.50 POL INTOXILIZER 486760 6511010654MAR25 1250.6237 66.00 UTIL STRM SWR ALARMS 486759 6511973405MAR25 5505.6249 33.00 CMF RADIO LINE 486758 6511974039MAR25 1540.6237 234.50 UTIL WTP PHONES 486757 9524315081MAR25 5325.6237 143.90 PK JCRP PHONES 486756 9529532349MAR25 1730.6237 267.56 UTIL MNTC PHONE 486754 9529532355MAR25 5305.6237 Subledger Account Description Business Unit Continued... OTHER CHARGES CMF BUILDINGS & GROUNDS MNTC DUES & SUBSCRIPTIONS INSPECTIONS MANAGEMENT SCHOOLS/CONFERENCES/EXP LOCAL FLEET & BUILDINGS-CMF TELEPHONE/PAGERS POLICE FACILITY OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS TELEPHONE/PAGERS CMF BUILDINGS & GROUNDS MNTC TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR TELEPHONE/PAGERS PARK BUILDING MAINTENANCE TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY TELEPHONE/PAGERS ARENA BLDG MAINTENANCE-HAYES TELEPHONE/PAGERS ARENA 1 BUILDING MAINTENANCE TELEPHONE/PAGERS INFORMATION TECHNOLOGY TELEPHONE/PAGERS MUNICIPAL BLDG & GROUNDS MNTC TELEPHONE/PAGERS AQUATIC SWIM CENTER UTILITIES -NATURAL GAS FIRE BLDG & GROUNDS MNTC UTILITIES -NATURAL GAS FIRE BLDG & GROUNDS MNTC TELEPHONE/PAGERS POLICE FACILITY OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS TELEPHONE/PAGERS CMF BUILDINGS & GROUNDS MNTC TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR TELEPHONE/PAGERS PARK BUILDING MAINTENANCE TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/9/2025 10:25:33 Council Check Register by GL Page - 31 Council Check Register by Invoice & Summary 2/10/2025 -- 4/11 /2025 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 20250403 413/2025 100769 FRONTIER COMMUNICATIONS OF MN Continued... 105.11 IA2 PHONES 486753 9529532363MAR25 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES 75.57 IA1 PHONES 486752 9529532368MAR25 5210.6237 TELEPHONE/PAGERS ARENA 1 BUILDING MAINTENANCE 1,454.69 PHONE SYSTEM PRI LINES 486761 9529532500MAR25 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 178.62 CH GENERATOR/HVAC MODEM 486750 9529532734MAR25 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG & GROUNDS MNTC 513.74 SWIM CHLORINE MONITOR 486762 9529532913MAR25 1940.6237 TELEPHONE/PAGERS AQUATIC SWIM CENTER 3,089.19 20250404 417/2025 100000 MN DEPT OF REVENUE 2,586.00 SALES/USE TAX -GENERAL FUND 486863 20250407 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 2.00- SALES/USE TAX -CABLE TV FUND 486863 20250407 2010.2330 DUE TO OTHER GOVERNMENT CABLE TV RESERVE BALANCE SHEET 682.00 SALES/USE TAX -GOLF 486863 20250407 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 16,539.00 SALES/USE TAX -LIQUOR #2 486863 20250407 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 33,824.00 SALES/USE TAX -LIQUOR #3 486863 20250407 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 39,009.00 SALES/USE TAX -LIQUOR #1 486863 20250407 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 86.00 SALES/USE TAX -ARENA 486863 20250407 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 2,442.00 SALES/USE TAX -WATER & SWR 486863 20250407 5300.2330 DUE TO OTHER GOVERNMENT WATER & SEWER FUND BAL SHEET 95,166.00 20250405 4/9/2025 100331 MN DEPT OF LABOR & INDUSTRY (EFT) 2,027.10 PERMIT SURCHARGE MAR 487124 20250331 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 40.54- LESS 2% SURCHARGE 487125 20250331 1001.4099 PERMIT -OTHER GENERAL FUND REVENUE 1.00- PERMIT SURCHARGE ADJ 487126 20250331 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 1,985.56 20250406 412/2025 101671 MN DEPT OF REVENUE 23.13 DIESEL TAX -TRAFFIC SIGNS 487127 20250402 1680.6212 MOTOR FUELS/OILS TRAFFIC SIGNS/SIGNALS/MARKERS 31.39 DIESELTAX-PARKS 487127 20250402 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 534.16 DIESEL TAX -STREETS 487127 20250402 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 159.26 DIESELTAX-STORM 487127 20250402 5505.6212 MOTOR FUELS/OILS STORM DRAIN MNTC/RPR/SUMPS 74794 2,391,618.59 Grand Total Payment Instrument Totals Checks 858,025.07 EFT Payments 128,194.59 A/P ACH Payment 1,405,398.93 Total Payments 2,391,618.59 R55CKS2 LOGIS100 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Company Amount 01000 GENERAL FUND 133,940.61 02010 CABLE TV RESERVE FUND 728.67 02025 ROAD ESCROW FUND 9,607.00 02090 PARTNERS IN EDUCATION 2,210.00 02200 VALLEYWOOD GOLF FUND 34,371.23 02300 PARKS REFERENDUM FUND 164,963.50 04430 2024A CAPITAL PROJECT CIP FUND 1,238,443.08 04730 TIF DIST#1-CAPITAL PROJECTS 128,069.41 05000 LIQUOR FUND 230,381.19 05200 ARENAFUND 1,365.68 05300 WATER & SEWER FUND 442,221.21 05500 STORM DRAINAGE UTILITY FUND 4,090.72 05600 CEMETERY FUND LEVEL PROGRAM 617.31 05800 STREET LIGHT UTIL FUND 178.98 07200 RISK MANAGEMENT/INSURANCE FUND 430.00 Report Totals 2,391,618.59 CITY OF APPLE VALLEY Council Check Summary 2/10/2025 - 4/11/2025 4/9/2025 10:25:40 Page - 1 •: 0000 ITEM: 4.Q. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Consent Agenda Description: Approve Personnel Report Staff Contact: IDepartment / Division: Mary Thelen, Human Resources Coordinator 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. FIN A r_T91:I►yi141,11R's Personnel Report PERSONNEL REPORT April 24, 2025 EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: City of Apple Valley Human Resources First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Casual, Alii Anderson Rehire Golf Shop Attendant Seasonal 2205 $ 15.10 Hourly SMI 4/10/2025 Casual, Genevieve Anderson Rehire Lifeguard I Seasonal 1940 $ 17.65 Hourly C-05 6/10/2025 Casual, Elise lAtkins Hire Lifeguard I Seasonal 1940 1 $ 17.65 Hourly C-05 6/10/2025 Casual, Andrew Bacon Hire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 Casual, Alivia Dahl Rehire Golf Shop Attendant Seasonal 2205 $ 15.10 Hourly SMI 4/10/2025 Casual, Charles Dean Rehire Lifeguard I Seasonal 1940 $ 17.65 Hourly C-05 6/10/2025 Full -Time, Terri IDill Hire City Planner Regular 1100 $ 118,000.00 Annual 200 4/29/2025 Casual, Abby Essler Hire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 Golf Outside Service Casual, Sean Forkenbrock Rehire Attendant Seasonal 2205 $ 14.30 Hourly C-01 4/5/2025 Casual, Sebastian Gillen Rehire Lifeguard I Seasonal 1940 $ 17.65 Hourly C-05 6/10/2025 Casual, Samuel I Heintz Rehire Lifeguard I Seasonal 1940 $ 17.90 Hourly C-05 6/10/2025 Casual, Brayden Herzberg Rehire Lifeguard I Seasonal 1940 $ 17.65 Hourly C-05 6/10/2025 Casual, Susan Johnson Hire Food and Beverage Server Variable Hour 2205 $ 14.30 Hourly C-01 4/5/2025 Casual, Aidan Kahle Rehire Water Safety Instructor Seasonal 1940 $ 19.15 Hourly C-06 6/10/2025 Casual, Colin Kahle Rehire Seasonal Maintenance I Seasonal 1710 $ 18.75 Hourly SMI 5/15/2025 Casual, Ann lKubes Hire Golf Shop Attendant Seasonal 2205 $ 15.10 Hourly SMI 4/10/2025 Casual, Joseph Kunze Rehire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 Casual, Madalyn Lindgren Rehire Lifeguard I Seasonal 1940 $ 17.65 Hourly C-05 6/10/2025 Casual, Seydie Liggett Rehire Lifeguard I Seasonal 1940 $ 17.90 Hourly C-05 6/10/2025 Casual, Prestyn IMicklo Rehire Water Safety Instructor Seasonal 1940 $ 19.40 Hourly C-06 6/10/2025 Casual, Elijah Montgomery Rehire Water Safety Instructor Seasonal 1940 $ 19.40 Hourly C-06 6/10/2025 Golf Outside Service Casual, Robert Olson Rehire Attendant Seasonal 2205 $ 14.30 Hourly C-01 4/10/2025 Casual, Natalie Olsen Rehire I Lifeguard I Seasonal 1940 1 $ 17.65 Hourly I C-05 1 6/10/2025 �Parekh Casual, Dilan Hire Professional Intern Seasonal 2012 $ 21.70 Hourly C-06 4/24/2025 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 2 PERSONNEL REPORT April 24, 2025 City of Apple Valley Human Resources First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Casual, Mason Pfannenstein Hire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 Casual, Kurt Schlegel Rehire Maintenance Worker II Seasonal 2205 $ 20.75 Hourly SM2 4/8/2025 Casual, Thaddeus ISmith Hire Maintenance Worker 11 Seasonal 1600 $ 20.55 Hourly SM2 5/1/2025 Casual, Brooke Stensrud Hire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 Casual, Holly Varner Hire Lifeguard I Seasonal 1940 $ 17.40 Hourly C-05 6/10/2025 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 2 of 2 •: 0000 ITEM: 5.A. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Proclaim April 20-26, 2025, as "Volunteer Recognition Week" in Apple Valley Staff Contact: Department / Division: Christina Scipioni, City Clerk City Clerk's Office ACTION REQUESTED: Proclaim April 20-26, 2025, as "Volunteer Recognition Week" in Apple Valley. SUMMARY: The City of Apple Valley is fortunate to have many volunteers who serve our City. Their talents and skills have helped Apple Valley grow into the wonderful place it is in which to live and work. Staff recommends proclaiming April 20-26, 2025, as "Volunteer Recognition Week" in honor and recognition of those who have and continue to serve the City of Apple Valley. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, volunteers have enriched the life of our community through their concern, commitment, and generosity of spirit; and WHEREAS, the hard work and commitment of volunteers have made our community a better place in which to live; and WHEREAS, volunteers are a vital resource and have contributed to the health, education, welfare, recreation, culture, and environment of the City of Apple Valley; and WHEREAS, the City of Apple Valley wishes to thank its volunteers for their dedicated service and generous spirit. NOW, THEREFORE, the City Council of the City of Apple Valley, Dakota County, Minnesota, in conjunction with National Volunteer Week, hereby proclaims the week of April 20 through 26, 2025, to be: "VOLUNTEER RECOGNITION WEEK" in Apple Valley, and urges all citizens to recognize volunteers, who contribute their time, talent, and energy to our community. PROCLAIMED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk •: 0000 ITEM: 5.B. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: 'roclaim April 30, 2025, as "National Therapy Animal Day" Staff Contact: IlDepartment / Division: Christina M. Scipioni, City Clerk ICity Clerk's Office ACTION REQUESTED: Proclaim April 30, 2025, as "National Therapy Animal Day" SUMMARY: Apple Valley resident Mary Mittelstaedt, a Pet Partners animal therapy volunteer, has requested a proclamation recognizing April 30, 2025, as "National Therapy Animal Day". Mayor Hooppaw is sponsoring this proclamation. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, Pet Partners has designated April 30 as National Therapy Animal Day; and WHEREAS, scientific research shows that interacting with therapy animals can reduce stress, relieve depression, slow heart rate, lower blood pressure and strengthen the immune system; and WHEREAS, therapy animal teams in the City of Apple Valley play an essential role in improving human health and well-being through the human -animal bond; and WHEREAS, therapy animal teams interact with a variety of people in our community including veterans, seniors, patients, students, and those approaching end of life; and WHEREAS, these exceptional therapy animals who partner with their human companions bring comfort and healing to those in need; and WHEREAS, we encourage more pet owners to consider becoming Pet Partners volunteers to help our community by creating greater access to meaningful therapy animal visits. NOW, THEREFORE, the City Council of the City of Apple Valley, Dakota County, Minnesota, does hereby proclaim April 30, 2025, is: National Therapy Animal Day FURTHER, the City Council encourages our citizens to celebrate our therapy animals and their human handlers. The City Council publicly salutes the service of therapy animal teams in our community and in communities across the nation. PROCLAIMED this 24th day of April, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk •: 0000 ITEM: 5.C. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Vacation of Drainage and Utility Easements on Outlot A, Orchard Place 4th Addition (Preliminary Platted as McDonalds at Orchard Place) Staff Contact: Department / Division: Sydnee Stroeing, Associate Planner Community Development Department Applicant: Project Number: McDonald's USA, LLC PC24-BCSVZG Applicant Date: 3/14/2025 60 Days: 5/13/2025 120 Days: 7/12/2025 ACTION REQUESTED: Conduct public hearing to consider vacation of drainage and utility easements on Outlot A, Orchard Place 4th Addition on the northwest corner of Pilot Knob Road and 155th Street West (preliminary platted as McDonalds at Orchard Place). Staff recommends no further action until the final plat is considered by the City Council. SUMMARY: McDonald's USA, LLC has requested consideration of vacation drainage and utility easements along the south, east, and northwest sides of Outlot A, Orchard Place 4th Addition. The existing outlot is located at the northwest corner of Pilot Knob Road and 155th Street West. The preliminary plat for McDonalds at Orchard Place was approved at the February 27, 2025, City Council meeting. It is anticipated that the final plat and development agreement will be on an upcoming City Council meeting agenda. New drainage and utility easements are proposed through the McDonalds at Orchard Place plat. The hearing notice was distributed to area utility companies to review whether they have services within the easement area. Any concerns may be identified at the public hearing. No comments or concerns have been received to date. Staff recommends that the hearing for the vacation of the easements be held, but that no other formal action be taken until the City Council reviews the McDonalds at Orchard Place final plat. This will ensure that replacement easements are dedicated along the new property lines. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Location Map Applicant Letter Exhibit Presentation Easement Vacation Narrative -15460 EnLflish Ave Location: Outlot A, Orchard Place 4th Addition. Proposal: The proposal is to vacate the drainage and utility (D&U) easement along the south, east, and northwest sides of Outlot A. Concurrently with the vacation, new D&U easement areas are proposed through the McDonald's at Orchard Place Plat. On the south side of Outlot A, the proposed D&U easement area will be expanded to 17 feet to accommodate existing underground electric services. The D&U easement on the east and northwest sides of Outlot A will remain at 10 feet and 15 feet, respectively. EASEMENT VACATION EXHIBIT 45, R/VV I WEST LINE OF I ' OUTLOT A II I I I I —--- I I A r-^^ r- A ^r_-n nr_-n IT r-\ C'- L-/1.:L-IvIL-1 V 1 ——————————————— I I I I I I I I n� Li - D L - Li �> I S 89057'33" W 1 L' �J WEST LINE OL I L1J I I I I I � I I 45' R/W I I I I I I I — — — — — — — — — — — — — — — — - I I L_ OF THE DRAINAGE AND UTILITY EASEMENTS IN OUTLOT A, ORCHARD PLACE 4TH ADDITION I � I I NORTHWEST CORNER I/ I , 1r_ rr-7I 1 ^T�)r—r—T \A/F—^T I L1 ._; I I \L_L_ I V V L_" I A T I I A L) f1 /-\ I r l /-\ I\ L,/ A r_- L - /-\ L_ SOUTH LINE OF THE NORTHEAST QUARTER OF SEC. 35 TWP. 115 RGE. 20 0 N co 115' R/W C�1 <C Ld k- <C OF 115' R/W I Existing Parcel Legal Description: Outlot A, Orchard Place 4th Addition, according to the recorded plat thereof, Dakota County, Minnesota. Description of 10' and 15' Easement to be Vacated: LL- I O That part of Outlot A, Orchard Place 4th Addition, according to the recorded plat thereof, Dakota County, Minnesota, being further described as follows: � The entirety of the 10-foot-wide Drainage and Utility Easement along the east line Q of Outlot A and the entirety of the 10-foot-wide and 15-foot-wide Drainage and Utility Easement along the south line of Outlot A, Orchard Place 4th Addition, Dakota County, Minnesota. U� I Q Said easement contains 7,030 square feet, more or less. Ld 0 = N 01� w Description of 15'x65.06' Easement to be Vacated: Oz c That part of Outlot A, Orchard Place 4th Addition, according to the recorded plat thereof, Dakota County, Minnesota, being further described as follows: wL I The Drainage and Utility Easement in the North 15 feet of the West 65.06 feet of LL- Outlot A; all in Orchard Place 4th Addition, Dakota County, Minnesota. O 3: w Said easement contains 976 square feet, more or less. zL U) U Q LLJ Li CERTIFICATE OF SURVEYOR I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am duly Licensed Land Surveyor under the laws of the State of Minnesota. All measurements are true and correct, and all monuments are of the nature and occupy the positions shown hereon, to the best of my knowledge and belief. —� 3/3/2025 �Sta Nicholas R Date MN Licence No. 49835 I LEGEND PLSS LINES EXISTING LOT LINES OUTLOT A EXISTING PUBLIC RIGHT OF WAY EXISTING DRAIN & UTILITY EASEMENT ACCESS RESTRICTION I DI :?-3 1 �F-Ixcl 4111b91111W•�_I&I4M=1011ite1-7ML9_Ct7e1t941] FOUND IRON MONUMENT w/ PLASTIC CAP MARKED RLS 19086 FOUND IRON MONUMENT I DAKOTA COUNTY COORDINATE SYSTEM 30 0 30 60 NAD83, 2011 ADJ. SCALE IN FEET Ground Distances 1 INCH = 30 FEET US Survey Feet 4/25/2025 McDonald's at Orchard Place NW Corner of Pilot Knob Rd & 155th St W Vacation Public Hearing City Council Date: April 24, 2025 1 Site Location Outlot A, Orchard Place 4th Addition 2 AppI,e y AppVle a11ey 4/25/2025 Easements to be Vacated ----- ------ - �wmrw ,on 77 t --- - - - - - - - - - - - - - - - - - - 7 I - - - - - - - - - - - - - - - - - - - - -- L — — — — — 155711 STREET L Action Requested 1. Open public hearing, receive comments, close the public hearing. No further action recommended until the final plat of McDonallds at Orchard Place is reviewed and acted upon. MI APPVI- 11ey 2 4/25/2025 Questions? •: 0000 ITEM: 5.D. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Orchard Place 5th Addition (Lot 1, Lot 2, Outlot B Only) Rezoning Staff Contact: Department / Division: Sydnee Stroeing, Associate Planner Community Development Departmeni Applicant: Project Number: HJ Development and Rockport, LLC PC25-05-SZ Applicant Date: 3/6/2025 1160 Days: 5/5/2025 1 120 Days: 7/4/2025 ACTION REQUESTED: 1. Pass an ordinance approving the rezoning of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). 2. Pass Planned Development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). SUMMARY: HJ Development and Rockport, LLC, are requesting approval of a rezoning of Lot 1 and Lot 2, Block 1 and Outlot B of Orchard Place 5th Addition (see the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). This request aligns with a proposed subdivision of a 16.22-acre outlot (Outlot D, Orchard Place 2nd Addition) into two lots and two outlots. Provided that the rezoning and preliminary plat are approved, the site plan/building permit authorization requests for Lot 1 and Lot 2 may be reviewed and approved. A summary of the intended use of each Lot is provided: Lot 1, Block 1, Orchard Place 5th Addition would be the site of a proposed indoor/outdoor recreation facility and Class 1 restaurant -- Skyline Social & Games. Lot 2, Block 1, Orchard Place 5th Addition would be the site of a 135-unit multi -family apartment complex. The site is generally located at the northwest corner of 157th Street West and English Avenue and is a part of the larger Orchard Place area development. A public hearing for the requested rezoning was held at the April 2, 2025, Planning Commission meeting. No comments from the public were received the evening of the hearing. The Planning Commission had general comments and questions related to the proposed rezoning. The intended users of Lot 1, Block 1 (Skyline Social & Games) requested that the hours of operation related to the outdoor commercial recreation facility be reconsidered to allow for more flexibility. The Planning Commission suggested the PD ordinance language be revised to extend the morning hours of operation for the outdoor commercial recreation facility. The suggested revision is included in the draft PD ordinance attached to the staff report and includes the provision that no organized recreational activities shall occur within the outdoor recreation facility area between the hours of 11:00 p.m. and 8:00 a.m. and that all lighting used in conjunction with the outdoor commercial recreational facility shall be designed to limit light casted outside of the delineated area and be shut off by 11 p.m. The Planning Commission recommended approval of the rezoning request and adoption of the PD ordinance by a 5-1 vote for both motions. BACKGROUND: Comprehensive Plan: The subject property is currently guided "C" (Commercial) on the north 10.6 acres of the outlot. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off -site impacts. The southern 5.62 acres of the outlot was recently revised under a separate comprehensive plan amendment from "C" (Commercial) to "HD" (High Density Residential, 12+ units/acre). Said amendment was approved by the City Council by Res. No. 2024-162, adopted December 26, 2024. Zoning: The entire Outlot D parcel is currently zoned "RB" (Retail Business). See the Preliminary Plat for lot/outlot configurations to align with the proposed rezoning. Outlot A will remain zoned "RB", while the northern 7.1 acres and the southern 5.62 acres of the existing outlot are planned to be placed in a new and proposed PD-Planned Development district, to be considered under a separate application. As described below, certain segments of this Outlot D will be replatted as Lots 1 and 2, which will provide newly platted lots for two separate development projects (also to be considered under two separate Site Plan/Building Permit Authorization applications). The applicant is requesting to rezone the proposed Lot 1 and Lot 2, Block 1 and Outlot B to "PD" (Planned Development). Lot 1 is the site of a proposed indoor/outdoor commercial recreation facility and Class I restaurant. Lot 2 is the site of a proposed 135-unit multi -family apartment complex. Both proposed uses and site plans require greater zoning flexibility to encourage a more creative and efficient approach to the use of the subject property. City code defines a Planned Development as an urban development often having two or more principal uses and having specialized performance standards relating to an overall approved development plan to provide for an optimal land use relationship. A Planned Development provides the following: • Allows for a variety in the types of environment available to the people of the city; • Encourages more efficient allocation and maintenance of privately controlled open space in residential developments through the distribution of overall density of population and 'intensity of the land use where an arrangement is desired and feasible; • Provides the means for greater creativity and flexibility in environmental design than is provided under the strict application of the zoning and subdivision chapters while at the same time preserving the health, safety, order, convenience, prosperity and general welfare of the city and its inhabitants; • Encourages an overall design within the natural boundaries for an area; and Provides an overall guide for developments that are staged because of the size of an area. Rezoning to Planned Development allows the City to work with the landowner/developer on identifying the type of uses, site coverage, area requirements and performance standards, and development phasing specific to the project area. The draft "PD" ordinance is attached for further review. The proposed Planned Development is divided into two zones. Zone 1 will encompass, Lot 1, the 7.1-acre site to the north (the proposed Skyline Social property). This zone will have an underlying designation of "RB". The applicant is asking for flexibility to the """ zoning due to the proposed—51,000 sq. ft. outdoor patio/recreation facility. An outdoor recreation facility is not a permitted or conditional use in the "RB" zone. Zone 2 will encompass Lot 2, the southern 5.62-acre site (the proposed multi -family apartment), and the 0.53-acre Outlot B. This zone will have an underlying designation of "M- 7" and "M-8" multi -family zoning districts. The applicant is asking for flexibility to the traditional high -density multi -family zoning districts due to the parking setbacks and landscape/trail improvements. The proposed "PD" requirements and performance standards would also offer flexibility and a creative approach to landscaping, parking, and trails and sidewalks. Preliminary Plat: The preliminary plat is being considered under a separate public hearing. Please see the Orchard Place 5th Addition staff report for more information. Site Plan, Landscaping, Elevations, Grading, and Utilities: The staff reports for the corresponding site plan/building permit authorization requests for Lot 1 (Skyline) and Lot 2 (multi -family development) include details related to each site. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Ordinance Area Map Zoning Map Applicant Letter Exhibit Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE AMENDING THE ZONING MAP BY REZONING CERTAIN LAND IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA WHEREAS, the Planning Commission of the City of Apple Valley held a public hearing for the rezoning of property described herein on April 2, 2025, as required by Apple Valley City Code, Section 155.400(D), and WHEREAS, on April 2, 2025, the Planning Commission recommended the rezoning of the property as hereinafter described. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. The boundaries of the zoning districts established by City Code Section 155.006 are hereby amended by rezoning an area of land described as Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota, located at the northwest corner of 157th Street West and English Avenue from "RB" (Retail Business) to "PD" (Planned Development No. _) as depicted and proposed in the Preliminary Plat for Orchard Place 5th Addition as follows: Lot 1, Block 1, Orchard Place 5th Addition, Dakota County Minnesota (as PD- Zone 1), and; Lot 2, Block 1 and Outlot B Orchard Place 5th Addition, Dakota County, Minnesota (as PD- Zone 2). 3. This ordinance shall become effective upon its passage and publication. Passed this day of , 2025 Clint Hooppaw, Mayor ATTEST: Christina A Scipioni, City Clerk CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 155, APPENDIX F OF THE CITY CODE BY ADDING ARTICLE 40, ESTABLISHING PLANNED DEVELOPMENT DESIGNATION NO. , IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA The City Council of Apple Valley Ordains: Section 1. The City of Apple Valley official zoning map is amended to add Planned Development Designation No. and the following property to be included therein: Zone 1: Lot 1, Block 1, Orchard Place 5th Addition Zone 2: Lot 2, Block 1, and Outlot B, Orchard Place 5th Addition Section 2. Apple Valley City Code, Chapter 155, Appendix F, is amended by adding Article 40 to read as follows: ARTICLE 40. DESIGNATIONNO. § A40-1 PURPOSE. The purpose of this designation is to amend the zoning chapter by establishing specific performance standards in compliance with § 155.260 through 155.271 for property so designated on the official zoning map. The purpose of this zone is to provide for an integrated mix of retail business and high -density residential uses. § A40-2 PERMITTED USES. (A) Zone 1: 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: (1) Freestanding retail building; (2) Multi -tenant retail shopping center; (3) Permitted uses within the shopping center or freestanding retail building shall be limited to general retail sales and services; building; (4) Banks, savings and loan, credit unions and other financial institutions; (5) Health clubs or athletic clubs and facilities when contained within a (6) Animal hospital or clinic when contained within a building; 1 (7) Commercial recreation facilities when contained within a building; (8) Outdoor commercial recreation facility when in conjunction with a Class I restaurant or indoor commercial recreation facility, subject to the following performance standards: (a) The outdoor commercial recreation facility and all structures or amenities in connection therewith shall be compact and contiguous to the the primary use; (b) The outdoor commercial recreation facility shall be delineated with a physical barrier subject to minimum area requirements pursuant to the Fire and Building Codes; (c) No organized recreational activities shall occur within the outdoor recreation facility area between the hours of 11:00 p.m. and 8:00 a.m. (d) All lighting used in conjunction with the outdoor commercial recreational facility shall be designed to limit light casted outside of the delineated area and be shut off by 11 p.m.; (e) Noise as regulated in § 130.55 through § 130.59; and (f) Any other performance standards that the City determines to be necessary for the protection of public health, safety and general welfare. (9) Class I, and Class III restaurants without a drive -through window, only. (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: (1) Multi -family residential apartment at a maximum density of 25 units per acre; (2) Home occupation, as defined in § 155.003; (3) Public utility buildings and structures; and (4) Family -care home or day-care home licensed by the State of Minnesota or such home for the care of the mentally or physically handicapped licensed by the State. § A40-3 CONDITIONAL USES. (A) Zone 1. No structure or land shall be used for the following uses or uses deemed similar by the City Council, except by conditional use permit: 2 (1) Outdoor display or sales conducted by an occupant of a retail operation; (2) Private clubs and lodges not operated for profit; (3) Drive -through window in conjunction with a Class III Neighborhood Restaurant, when the following requirements are met: (a) The City Council shall find that any noise, headlights, traffic volume and emissions from idling vehicles resulting from the operation of the window does not negatively impact surrounding residential and institutional uses; (b) The drive -through lane shall not impede or conflict with vehicular, bicycle or pedestrian traffic circulation on the site, as determined by the City Traffic Engineer; and (c) When a neighborhood restaurant is located less than 1,000 feet from residential or institutional use, the City Council may restrict the hours of operation of a drive -through window to mitigate any adverse impacts caused by noise, headlights, traffic volume and emissions from idling vehicles. (4) Tower as regulated in § 155.385. (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: (1) Community -based family care home, day-care home not licensed by the State of Minnesota or a community -based care facility or day-care facility in a multiple dwelling unit when: (a) Facility meets all existing health, fire building and housing codes; (b) Separation of one -quarter mile exists between such facilities. The City Council may grant exception to the one -quarter mile rule when strong community support exists, program effectiveness is closely tied to particular cultural resources in the community, or an effective natural or manmade barrier exists between facilities; and (c) Such conditional use permit shall be reviewed at one-year intervals. § A40-4 PERMITTED ACCESSORY USES. (A) Zone 1. Within this zone, the following uses or uses deemed similar by the City Council shall be permitted accessory uses: 3 (1) Off-street parking, refuse storage and loading spaces, as regulated by this chapter; (2) Buildings, trailers, unscreened trash dumpsters, or portable storage units temporarily located on the subject lot only for the purposes of construction on the premises for a period of time not to exceed time necessary for such construction. Trash dumpsters shall be removed from the subject lot when full; (3) Essential public service facilities provided all yard requirements are met; (4) Delivery bays provided the bays are screened and oriented as required by the City Council; (5) One accessory structure when in conjunction with an outdoor commercial recreation facility subject to the following: (a) The accessory structure shall not exceed 1,300 square feet. (b) The accessory structure shall be within the delineated area of the outdoor commercial recreation facility. (c) The accessory structure shall be solely used for patron services of the primary use, such as restrooms or food and beverage service. (d) The architectural design and exterior building materials of the accessory structure shall be compatible with the primary building and shall be subject the building design regulations in this Section. (6) Outdoor dining area in conjunction with a Class I, and Class III restaurant, as regulated in §155.383; and (7) Interior trails and open space, subject to the conditions established in Section A40-6(A)(1). (B) Zone 2. Within this zone, the following uses or uses deemed similar by the City Council shall be permitted accessory uses: (1) Recreational or service areas for use by the residents of the premises; (2) Off-street parking, refuse storage and loading spaces, as regulated by this chapter; (3) Buildings, trailers, unscreened trash dumpsters, or portable storage units temporarily located on the subject lot only for the purposes of construction on the premises for a period of time not to exceed time necessary for such 4 construction. Trash dumpsters shall be removed from the subject lot when full; (4) Temporary sales office; (5) Essential public service facilities provided all yard requirements are met; and (6) Interior walkways and open space, subject to conditions established in Section A40-6(A)(1). § A40-5. MINIMUM AREA STANDARDS AND REQUIREMENTS. (A) The following 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. Requirements Zone I Zone 2 Lot Dimensions Lot area (square feet) 40,000 245,000 Minimum Building Setbacks (measured in feet) Along community or neighborhood collectors 40 40 Along any private street or drive' 30 30 Side lot line 15 20 Rear lot line 30 50 Minimum Parking Setbacks measured in feet Along community or neighborhood collectors 20 20 Along any private street or drive' 10 10 Side lot line 5 5 Rear lot line 5 5 Maximum Impervious Surface See § 155.350 See § 155.350 Maximum Building Height (measured in feet) 45 60 Maximum Number of Stories 5 'Setbacks shall be measured from the back of the curb along a private street. (2) Lighting; see § 155.353 (3) Off-street loading; see §155.354 (4) Building Design and Screening; see § 155.346 and 155.348, except that (a) Building materials that do not comply with the building design and materials in this Chapter may be allowed by approval of City Council. (5) Signs; see Chapter 154. (6) Landscaping; see § 155.349, except that; (a) Landscape upgrades or outdoor amenities may include increased tree diameter plantings, underground irrigation systems, public art, fountains, decorative paving, public benches, bike racks, fire pits, upgraded retaining wall material, electrical vehicle charges, recreation and services areas in conjunction with multi -family uses, and similar outdoor elements that enhance sense of place as approved by City Council. (b) Required Landscaping costs may be reduced by 1 % of the Means Construction Cost of the building if landscape upgrades or outdoor amenities are incorporated into the landscaping plan of a development. (7) Parking; see § 155.370 through 155.379, except that (a) In Zone 1, indoor commercial recreation facilities with an associated outdoor commercial recreation facility shall have a minimum of 329 parking spaces. (b) In Zone 2, on -site parking for an apartment in which exclusively persons 55 years of age or older use permitted herein shall be provided at a rate of 1.1 spaces per unit, of which a minimum of one space per independent living unit shall be enclosed. (c) On street parking within private streets or roadways shall be prohibited. (d) Bicycle parking, in the form of bicycle racks that complement the building facade, shall be provided near commercial building entries, but shall not be located in a manner that could have an adverse impact on the ability to use pedestrian walkways in a safe and efficient manner. § A40-6. SPECIAL PERFORMANCE STANDARDS 6 (A) In order to ensure a properly integrated design within the planned development, all uses shall comply with the following special performance standards: (1) Trails and Sidewalks (a) Trails shall be installed for public use in order that public trails abutting or located surrounding the property are connected through the property. All public trails shall be placed within a dedicated easement or Outlot granted to the city. (b) All stormwater easements may be developed to include stormwater features, public trails or other open space elements. (c) The City Engineer shall review and approve all improvements within the stormwater and trailway easements. (d) All internal sidewalks shall connect to a public trail. Section 3. 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. Section 4. 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 5. 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 6. 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 , 2025. ATTEST: Christina M. Scipioni, City Clerk Clint Hooppaw, Mayor 7 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE REZONING CERTAIN LAND AND AMENDING CHAPTER 155 APPENDIX F OF THE CITY CODE BY ADDING ARTICLE 40, ESTABLISHING PLANNED DEVELOPMENT DESIGNATION NO. , IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA The following is the official summary of Ordinance No. approved by the City Council of Apple Valley on , 2025 Chapter 155 of the City Code is amended by adding Article 40 to Appendix F establishing Planned Development Designation No. which provides for certain retail business and high -density, multi -family housing uses, and regulation thereof. 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 West, Apple Valley, Minnesota 55124. March 5, 2025 Mr. Tim Benetti, Community Development Director City of Apple Valley 7100 147" Street W. Apple Valley, MN 5512 RE: Rezoning Application Orchard Place 2" Addition — Outlot D HJ Development, LLP is looking to subdivide what is currently Outlot D into three separate parcels. On the south side of Outlot D on approximately 5.98 acres of land a 135 unit multi family project is being proposed. This portion of Outlot D was recently run through the Comprehensive Plan Amendment review and approval process that was ultimately supported by staff and received formal approval from the City Council. On the north side of the parcel approximately 7.15 acres of what is now Outlot D we are looking bring an indoor and outdoor entertainment concept called Skyline Social and Games to Orchard Place. This portion of the parcel was not run through the Comprehensive Plan Amendment process. In working with city staff it was recommended that a PD zoning would be the best approach for these projects to move forward with and as such we have been working with staff to obtain this rezoning along with the other outstanding approvals required that will allow the project to take place. The current zoning for both parcels is RB. There is one parcel left in between the above mentioned parcels of approximately 3.09 acres that is not part of this rezoning request and is intended to be left zoned RB. The proposed apartment building will be a 4 story market rate apartment building constructed in partnership with Trident Development out of St. Cloud who has successfully developed apartment projects in the City of Apple Valley previously. Skyline Social and Games will contain outdoor volleyball courts, bocce ball, bean bags and other outdoor activities as well as space for outdoor dining and socializing. Inside the facility will have bowling, duckpin, darts and other attractions as well as a full service bar and grill. This will be their second facility with the other residing in Hermantown, MN. Pedestrian connectivity has been a big focus with both of these projects as they represent final steps in completing the regional trail system that abuts both properties. The facilities will be architecturally appealing and tie in to overall design themes at Orchard Place. In addition, adding new uses not currently represented in Orchard Place has been an objective and construction of these projects will solidify that goal delivering a well thought out horizontally mixed -use project to the city where residents can live, work and play. We are proud of the work that we've currently done within Orchard Place and look forward to continuing to work with city staff, council members and residents of Apple Valley as the build out of Orchard Place continues. Best Regards Chris Moe HJ Development, LLP 71 m co ti N 0 N N L m 0� Q J z 2 LIJ ry - O n U) 0 U 0 0 0 0 O 0- 0 a� 0 a� U (u n m U O Q LU 0 J I U H Y 155TH ST. W. EXISTING 10' DRAINAGE „ / & UTILITY EASEMENT __ :A, - GAS GAS - A �� GAS -17.0' CD—�AS EXISTING MAGELLAN PIPELINE EASEMENT PROPOSED VARIABLE WIDTH I I DRAINAGE &UTILITY EASEMENT II __ PROPOSED 17' TRAIL EASEMENT I \I ` I I� I I I � I I I I I III � I EXISTING 5' DRAINAGE ' & UTILITY EASEMENT II J � 1 I 5,01 I I) EXISTING 5' DRAINAGE & UTILITY EASEMENT I I I l I I ► 15.0' III II I I I I I II II III I � II I I III II I (�AS GAS JJ o o� =t I�t1'I" I I I I 1 1 1 1 1 I 1 I I-I—N�11 I I I ICI I I_ 11/(�Iimmnl / EXISTING 30' DRAINAGE AND UTILITY EASEMENT LOT 1, BLOCK 1 T- \ / 7.10AC j V _- 0 -o 11111 111jc1 PROPOSED 20' DRAINAGE I & UTILITY EASEMENT \K I PROPOSED 5' DRAII` UTILITY EAS _S89°59'04"W 617.781 EXISTING, AND UTILI- OUTLOT A 2.97 AC N90°00'00"E 510.01 - -7-- o OUTLOI � I TT�! 0.53 AC �.... Tc� N90°00'00"E 511.04 � _ II \ EXISTING 40' DRAINAGE PROPOSED 5' DRAINAGE & \ II '\ AND UTILITY EASEMENT UTILITY EASEMENT n 1V v \ \ , , , ,I � 30.0' V PD ZONE 1 N WTI\ LOT 2, BLOCK 1 5.62 AC 1111111111 lop EXISTING 30' DRAINAGE AND UTILITY EASEMENT 0 EXISTING TRAIL, UNDERPASS AND \ DRAINAGE & UTILITY EASEMENT _ KA 157TH ST. W I, II I II / —T O t EXISTING 10' ROW, TRAIL, AND DRAINAGE & UTILITY EASEMENT ONE 2 EXISTING LEGAL DESCRIPTION OUTLOT D, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA OWNER/SUBDIVIDER: HJ DEVELOPMENT, LLP 2655 CHESHIRE LANE N. PLYMOUTH, MN 55447 SURVEYOR: PROBE ENGINEERING, INC. 1000 E 146TH ST. BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, PE #60551 14800 GALAXIE AVE. SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (612) 503-8547 PROPERTY SUMMARY LOT 1, BLOCK 1 7.10 AC LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC TOTAL PROPERTY AREA 16.22 AC DEVELOPMENT PARCEL LEGAL DESCRIPTION EXISTING PID ON -SITE: DAKOTA COUNTY PID: 015589100040 TO BE PLATTED AS: LOT 1, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA LOT 2, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT A, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT B, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA GRAPHIC SCALE IN FEET 0 40 80 160 Know what's beIow. Call before you dig. U) z O w o� Z a _7t �I z U Lo z z LU L J O Z o o 0 z W J U>01VI4 z Z Ff Oz W 0 (f) Y (n o U N W W 0 t` W O 0 ( 6- a (0 _— Y N ~ N a m p N CDW Z 0 U a � J U a } m W Z � m � m z � 2i p m o W Y U Q = � Z Z Lc)O �w� �OQQ �Qaa aJ a F_ W �LU z V Z z J W O M a P: a oCo Q aW a J V LU (L i W Lc) w J I.L O = > LU J a. a. a SHEET NUMBER PP-100 4/25/2025 Orchard Place 5t" Addition NW Corner of 157th St W and English Ave Rezone City Council Date: April 24, 2025 Apple Valley 1 Application Requested Consider the following: 1. Rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 51h Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). 2. Adoption of draft planned development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) 2 Apiialley 4/25/2025 Other Site Applications 1. Rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 51h Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). 2. Adoption of draft planned development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) 3. Subdivide Outlot D, Orchard Place 2n6 Addition by preliminary plat into two lots and two oulots. 4. Site plan/building permit authorization of an indoor commercial recreation facility and class I restaurant with an associated outdoor recreation facility and patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). 5. Site plan/building permit authorization of a 135-unit multi -family residential apartment building on Lot 2, Block 1, Orchard Place 5th Addition (according to the `e preliminary plat). "Valle,, Site Location Orchard Place 5th Addition Location Map NW Corner of English Ave and 157th St W Subject Property Ap�V.11, 2 4/25/2025 Comprehensive Plan OL„1I 1 111111 111111 �� ���, I��I 111111 111111 4/25/2025 Iry •.'"'.,..L". ... ..------------ _ i _. _. _. _.._ �.....,......4i A• - PD ZONE I � LOT i aLocK i ' IO AC Planned Development "��� � WiLOTA w- LOT 7 AC Zones'' 1, 0 53 AC Ll •.,..'.... - LOT ]. BIOCKI �1-� -� PD ZONE 2 _1 7 PD Zone 1 - Site Plan I,IIIIII,IIL ------------------------------------------------ 1 I �Q of 1 iOQOO OQAQ oaoaaQ a � �mi ®j aaaaaa M 1 I an 4/25/2025 PD Zone 1 - Rendering 061 PD Zone 1 - Outdoor Commercial Recreation Outdoor commercial recreation facility when in conjunction with a Class I restaurant or indoor commercial recreation facility, subject to the following performance standards: 1. The outdoor recreation facility and all structures or amenities in connection therewith shall be compact and contiguous to the primary use; 2. The outdoor recreation facility shall be delineated with a physical barrier subject to minimum area requirements pursuant to the Fire and Building Codes; 3. No organized recreational activities shall occur within the outdoor recreation facility area between the hours of 11:00 p.m. and 8:00 a.m. 4. All lighting used in conjunction with the outdoor recreational facility shall be designed to limit light casted outside of the delineated area and be shut off by 11 p.m.; 5. Noise as regulated in §130.55 through §130.59; and 6. Any other performance standards that the City determines to be necessary for the protection of public health, safety and general welfare. AWValley 10 5 4/25/2025 PD Zone 2 - Site Plan 11 Apple VAky P • • • •- �• Ea�a� •: a ■■ •• ■■ !! !ii ::: :: ■■ 1: ■■ !! !!! !i! !! __' :: ``==,=, ■■ ■■ ee ;; �• �1� �� ff-■■ !! ! .. .. .. ;; ■.; ■.. ;; .. .. .. .! see 1!! ! e� .. .; .. 111 ■ 11 11 S! ■ 11 on 11 !!1 111 11 ■■ 11 ON 11 111 11 1 ■ 11 n ■■ n n !! 12 0 4/25/2025 PD Performance Standards Building Design and Screening; see §155.346 and 155.348, except that • Building materials that do not comply with the building design and materials in this Chapter may be allowed by approval of City Council. Landscaping; see §155.349, except that • Landscape upgrades or outdoor amenities may include increased tree diameter plantings, underground irrigation systems, public art, fountains, decorative paving, public benches, bike racks, fire pits, upgraded retaining wall material, electrical vehicle charges, recreation and services areas in conjunction with multi -family uses, and similar outdoor elements that enhance sense of place as approved by City Council. • Required Landscaping costs may be reduced by 1% of the Means Construction Cost of the building if landscape upgrades or outdoor amenities are incorporated into the landscaping plan of a development. Parking; see § 155.370 through 155.379, except that • In Zone 1, indoor commercial recreation facilities with an associated outdoor commercial recreation facility shall have a minimum of 329 parking spaces. • In Zone 2, On -site parking for an apartment in which exclusively persons 55 years of age or older use permitted herein shall be provided at a rate of 1.1 spaces per unit, of which a minimum of one space per independent living unit shall be enclosed. • On street parking within private streets or roadways shall be prohibited. • Bicycle parking, in the form of bicycle racks that complement the building facade, shall be provided near commercial building entries, but shall not be located in a manner that could have an adverse impact on the ability to use pedestrian walkways in a safe and efficient manner. A�Valley 13 PD Special Performance Standards Trails and Sidewalks • Trails shall be installed for public use in order that public trails abutting or located surrounding the property are connected through the property. All public trails shall be placed within a dedicated easement or Outlot granted to the city. • All stormwater easements may be developed to include stormwater features, public trails or other open space elements. • The City Engineer shall review and approve all improvements within the stormwater and trailway easements. • All internal sidewalks shall connect to a public trail. 14 Aa'Valley 7 4/25/2025 Action Requested 1. Pass an ordinance approving the rezoning of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 511 Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). Pass Planned Development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). (Recommend waiving second reading) 15 Questions? 16 Ap�Vaiiey •: 0000 ITEM: 5.E. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Orchard Place 5th Addition Staff Contact: Department / Division: Tim Benetti, Community Development Director & Sydnee Community Development Departmeni Stroeing, Associate Planner Applicant: Project Number: HJ Development and Rockport, LLC PC25-05-SZ Applicant Date: 3/6/2025 1160 Days: 7/4/2025 1 120 Days: 7/4/2025 ACTION REQUESTED: 1. Adopt the resolution approving a subdivision by preliminary plat of Outlot D, Orchard Place 2nd Addition into two lots and two outlots by Orchard Place 5th Addition. SUMMARY: HJ Development, and Rockport, LLC, are requesting approval of the subdivision of a 16.22- acre outlot (Outlot D, Orchard Place 2nd Addition) into two lots and two outlots. This request is consistent with the proposed rezoning from "RB" (Retail Business) to "PD" (Planned Development) of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). Provided that the rezoning and preliminary plat are approved, the submitted site plan/building permit authorization requests for the intended users of Lot 1 and Lot 2 can be considered and reviewed. Lot 1, Block 1, Orchard Place 5th Addition will be the site of a proposed indoor/outdoor recreation facility and Class 1 restaurant -- Skyline Social & Games. Lot 2, Block 1, Orchard Place 5th Addition will be the site of a 135-unit multi -family apartment complex. The site is generally located at the northwest corner of 157th Street West and English Avenue and is a part of the larger Orchard Place area development. A public hearing for the proposed subdivision was held at the April 2, 2025, Planning Commission meeting. The were no public comments and no outstanding questions from the Planning Commission. The Planning Commission recommended approval of the proposed subdivision by a 6-0 vote. BACKGROUND: Comprehensive Plan: The subject property is currently guided "C" (Commercial) on the north 10.6 acres of the outlot. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off -site impacts. The remaining southern 5.62 acres of the outlot were recently amended to be guided from "C" (Commercial) to "HD" (High Density Residential, 12+ units/acre). Zoning: The property is currently zoned "RB" (Retail Business). Outlot A will remain zoned "RB". If the PD Ordinance is approved, Lot 1, Lot 2 and Outlot B will be rezoned to PD. Lot 1 is the site of a proposed indoor/outdoor commercial recreation facility and Class I restaurant. Lot 2 is the site of a proposed 135-unit multi -family apartment complex. Both proposed uses and site plans require greater zoning flexibility to encourage a more creative and efficient approach to the use of the subject property. The "PD" rezoning will be considered under a separate application, please see the rezoning staff report for more details. Preliminary Plat: The applicant is proposing to subdivide an existing 16.22-acre outlot into two lots and two outlots. Lot 1 would be the site of the proposed Skyline Social restaurant and recreation facility. Lot 2 would be the site of the proposed multi -family apartment development. Outlot B is intended to be dedicated to the City with a trailway that connects the North Creek Greenway to English Avenue. Outlot A has no identified proposed use and would need to be replatted in the future if further developed. Both Lot 1 and Lot 2 will abut a public street. Outlot A has no public street frontage. A lot such as this is described as a landlocked parcel, which is defined as a lot or parcel without direct access to a public street. As a general rule, landlocked parcels that are served by private easements will not be permitted. The City may permit landlocked parcels in a commercial complex provided they have access to a public street by an easement over another parcel within the same complex. Therefore, a cross access easement will be required for the outlot. A 30-foot-wide drainage easement will be located along the east property line of the lots and outlot. This is the current location of the west half of English Avenue, a private street that provides access to the existing Orchard Place 2nd Addition as well as this proposed development. A 17-foot-wide trail easement will be included on Lot 1 and Outlot A where a proposed public trail that is interior to the sites would be provided. The trail would be constructed by the applicant and users of the sites but maintained by the City. Lot 1 will also include a variable width drainage and utility easement at the northwest corner of the proposed lot. This easement would cover the portion of the existing storrawater pond area that is within the existing Outlot D. Other easements within this proposed preliminary plat include two 40-wide drainage and utility easements, and a 104-foot-wide Magellan Pipeline easement. These easements shall remain as part of the replat of the outlot. Site Plan: The site plans for the proposed lots are being considered under separate applications. Grading Plan: The overall site has been mass grading as part the sand and gravel reclamation. Additional grading will be done to Lot 1, Lot 2, and Outlot B by the intended users of the sites. Availability to Municipal Utilities: Watermain and sanitary sewer lines are currently located in the English Avenue easement area. Utility service to the site will be made via connections to the existing lines. The City's Civil Engineer has reviewed the utility plan and comments are contained in the attached memo. Street Classification/Circulation: The proposed plat abuts 155th Street West to the north and 157th Street West to the south -- both streets are classified as minor collectors. English Avenue to the east of the plat is a private street. The Engineering memo includes information on traffic demands. Park Dedication: Park dedication requirements are required as part of any subdivision and are determined based upon the parkland demand created by the use contained within each subdivision as it relates to the generation of person -residents. The amount of parkland required for each person -resident is based on the need for parkland to achieve the park services standard which the City has set through its historic parkland development. Park Dedication will be calculated based on the intended users and development plan of each site. Since development of Outlot A is not proposed at this time, park dedication will be collected at the time of replatting and development, which will be documented in the Development Agreement. The method of fulfilling park dedication (physical land, cash -in -lieu, or a combination thereof) is still being determined and negotiated by staff and the intended users of each site. More information on fulfilling park dedication requirements will be provided to the City Council when the final plat and development agreement are brought to City Council. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Memo Area Map Zoning Map Preliminary Plat Presentation CITY OF APPLE VALLEY RESOLUTION NO.2025- PRELIMINARY PLAT APPROVAL ORCHARD PLACE 5TH ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS, pursuant to Chapter 153 of the City Code, the Apple valley Planning Commission held a public hearing on an application for subdivision of land by plat on April 2, 2025; and WHEREAS, the Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and recommended approval of the subdivision and preliminary plat on April 2, 2025, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the preliminary plat for the following described plat of land is hereby approved for a one-year period, to wit: ORCHARD PLACE 5TH ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said preliminary plat approval is subject to the following conditions, which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have two (2) lots and two (2) outlots. 2. Park dedication requirements shall be satisfied in accordance with Section 153.29 of the City Code. 3. Dedication on the final plat of a ten -foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 4. Dedication on the final plat of a five-foot (5') wide drainage and utility easement along all common lot lines. 5. Dedication of a thirty-foot (30') wide drainage and utility easement along the east property line of the properties. 6. All lots and outlots shall be required to have access for ingress and egress to a public street. Easement(s) necessary to provide access shall be required to be submitted and approved by the City Attorney prior to City Council approval of the final plat. 7. A cross access and cross parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 5th Addition, shall be executed in a form acceptable to the City Attorney and a copy provided to the City. The Agreement shall be recorded, along with the final plat, with Dakota County Recorder's Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 8. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies, subject to final approval by the City Engineer. Pedestrian improvements shall consist of six-foot (6) wide concrete sidewalk along the west side of English Avenue. 10. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size, the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7 100. 1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 11. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays from 8:00 a.m. to 5:00 p.m. 12. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. 13. An encroachment agreement with Magellan Pipeline for the Magellan Pipeline easement on Lot 1, Block 1, Orchard Place 5th Addition shall be prepared and approved by the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 14. The final plat shall be recorded with the County prior to the issuance of a building permit. 15. Subject to all conditions noted in the City Engineer's memo dated March 27, 2025, and revised April 17, 2025. ADOPTED this _ day of , 2025. 2 Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk :00 ••••• 000 CITY OF Apple Valley MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: Evan Acosta, Assistant City Engineer DATE: March 27, 2025 (Revised 4/17/2025) SUBJECT: Orchard Place 51h Addition Preliminary Plat Application materials dated 2/19/2025 Sydnee, The following are comments regarding the Orchard Place 51h Addition application materials dated February 19, 2025. Please add these as conditions of approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. • Private installation of public infrastructure requirements may be incorporated into the development agreement for each individual lot and block. 2. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 3. English Ave shall be signed and striped in accordance with the Traffic Study findings, including crosswalks. Additional signing and striping requirements are: • FIRE LANE NO PARKING signs shall be installed along English Ave between 155th St W and 157th St W • Applicant will coordinate with City Engineer and Fire Marshall for sign placement locations. Lot 1 Block 1 4. (Future) Lot 1 Block 1 has an active Site Plan/Building Permit Application for Skyline Social and Games. A separate site memo was provided for the site plan materials. Lot 2 Block 1 5. (Future) Lot 2 Block 1 has an active Site Plan/Building Permit Application for a Multi - Family Apartment project. A separate site memo was provided for the site plan materials. Outlot A 6. Sidewalk and Curb and Gutter along English Ave shall be installed concurrently with adjacent development at Lots 1 or/and 2. 7. The bituminous trail along the west property line shall be installed concurrently with adjacent development at lots 1 or/and 2. 8. The City will allow 2 driveway accesses to Lot 2 from English Ave and the aprons shall be installed with the curb and gutter and sidewalk, at a location reviewed by the City Engineer. 9. Privately installed public improvements shall have a private installation agreement. Outlot B 1. Outlot B improvements are within the Lot 2 Block 1 Site Plan Building Permit Plans. A separate site memo was provided for the site plan materials. Traffic 2. The City's Traffic Engineering Consultant has completed an updated traffic analysis for English Avenue, 155t" St W, and 157t" St W based on the proposed land use. The summary of findings is below: Trip Generation and Comparison • The proposed entertainment development in Lot 1 is assumed to be similar in size to the existing Skyline Social & Games located in Hermantown, Minnesota. The proposed development fits the description of Land Use Code 221— Bowling Alley in the Institute of Transportation Engineers Trip Generation Manual, 11th Edition, with 29 lanes. • Because this land use likely peaks on a Saturday more than a weekday, the Saturday peak time was included. Note, there is potential for larger outdoor volleyball type events to drive peak spikes, however, those are not consistent or known at this time. • The proposed entertainment development is expected to generate approximately 38 weekday PM peak hour, 70 Saturday midday peak hour, 309 weekday daily trips, and 487 Saturday daily trips. • Outlot A is assumed to be a restaurant land use. Based on the restaurant adjacent to this development lot, there is an approximate floor area ratio of 10% for those parcels. We kept this consistent for Outlot A. This leads to an approximate building size of 13,000 SF, which could be one larger restaurant, or 2 smaller restaurants. • The proposed adjacent restaurant development in Outlot A is expected to generate approximately 117 weekday PM peak hour, 134 Saturday midday peak hour, 1,387 weekday daily trips, and 1,584 Saturday daily trips. • The total expected number of newly studied development trips between Lot 1 and Outlot A is 155 weekday PM peak hour, 204 Saturday midday peak hour, 1,696 weekday daily trips, and 2,071 Saturday daily trips. • The proposed Trident Development (apartment) is expected to generate approximately 50 weekday PM peak hour, 43 Saturday midday peak hour, 581 weekday daily trips, and 585 Saturday daily trips. • The total number of expected site trips for all three proposed developments is 205 weekday PM peak hour, 147 Saturday midday peak hour, 2,277 weekday daily trips, and 2,656 Saturday daily trips. • 155t" Street is expected to be extended westward in the coming years, which will slightly modify the expected trip distribution. • Estimated trip generation graphics are attached. Figure 1 shows the expected trip generation with the existing roadway network, and Figure 2 shows the expected trip generation with a 155th Street connection between Pilot Knob Road and Flagstaff Avenue. Land Use - ITE Code Units/Size Weekday PM In Weekday PM Out Saturday Midday In Saturday Midday Out Weekday Daily turday a aily Dly Lot 1 Bowling Alley - 221 29 lanes 25 13 27 43 309 487 Outlot A High -Turnover (Sit -Down) Restaurant - 932 12,940 SF 71 46 85 49 1,387 1,584 Total New Development Trips 96 59 112 92 1,696 2,071 Trident Development Multifamily Housing (Mid -Rise) - 221 128 units 30 20 15 28 581 585 Total Proposed Site Trips 126 79 127 120 2,277 2,656 Site Plan and Geometry Review • It is recommended to place the multi -use trail crossing on the south leg of the English Avenue and the proposed Outlot A Access/Car Wash entrance intersection. This location is recommended over the intersection to the south as northbound vehicles at that intersection are on a curve, which could create some sight distance issues. In addition to a marked crossing, pedestrian crossing signs should be considered at the crossing as well. • At the English Avenue/1551" Street intersection, it is recommended to stripe a northbound shared through/left-turn lane and a right -turn lane. When 155th Street is connected to Flagstaff Avenue, this turn lane striping will become more necessary. • It is expected that a 2-lane roadway will have sufficient capacity until it reaches approximately 8,500 vehicles, however, peak hour trends and access density can influence this capacity threshold. The English Avenue corridor may be a good candidate for a 3-lane section (center two-way left -turn lane) if development begins to push volumes over 5,000 to 7,500 vehicles per day. Since daily volumes will be pushing this threshold with the addition of the proposed entertainment and restaurant developments, and turning conflicts may develop between turning movements to/from land uses on both sides of English Avenue, the possibility of striping a 3-lane roadway should be further investigated. Note, the roadway is approximately 36 feet wide, which should allow for 12-foot lanes in each direction and a center left turn lane. The tighter lane sizes will help calm traffic, which is a benefit for the pedestrian crossing. • A graphic with recommendations for the proposed multi -use trail crossing, striping, and site plan review is attached. 71 \ m Q0 ti N 0 N N L cm Q J z 2 W D_ O n U) c 0- 0 U U) 0 0 0 U) 0 0 O CL 0 a� 0 a� U (B c0 U O g W 0 J I U H Y 155TH ST. W. EXISTING 10' DRAINAGE „ / & UTILITY EASEMENT ---_ -C) - \ - GAS GAS A �� GAS -17.0' CD—�AS EXISTING MAGELLAN PIPELINE EASEMENT PROPOSED VARIABLE WIDTH I I DRAINAGE &UTILITY EASEMENT II __ PROPOSED 17' TRAIL EASEMENT 1 I I I II I I � I I I I I III � I EXISTING 5' DRAINAGE ' & UTILITY EASEMENT II J � 1 I 5 0' � F I � 7� I) EXISTING 5' DRAINAGE & UTILITY EASEMENT I I I l I I ► 15.0' II I II I I I I I II II III I � II I I I I I II I (�AS GAS JJ o o� =t I�t1'I" I I I I 1 1 1 1 1 I 1 I I-I-N�11 I I I ICI I I_ 11/(�Iimmnl / EXISTING 30' DRAINAGE AND UTILITY EASEMENT C\ 4 44 4 LOT 1, BLOCK 1 T- \ / 7.10AC j V -o 11111 111��1 PROPOSED 20' DRAINAGE & UTILITY EASEMENT \K I PROPOSED 5' DRAII` UTILITY EAS _089°59'04"W 617.78- I I — - — . EXISTING, AND UTILI- OUTLOT A 2.97 AC N90°00'00"E 510.01 53 TT�! 0.53 AC I� �....e.. � N90°00'00"E 511.04 _ II \ EXISTING 40' DRAINAGE OSED 5' DRAINAGE & \ II '\ AND UTILITY EASEMENT UTILITY EASEMENT n 1V . v \ \ EXISTING LEGAL DESCRIPTION OUTLOT D, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA I II OWNER/SUBDIVIDER: HJ DEVELOPMENT, LLP II I 2655 CHESHIRE LANE N. II PLYMOUTH, MN 55447 SURVEYOR: PROBE ENGINEERING, INC. 30.0' 1000 E 146TH ST. BURNSVILLE, MN 55337 lye TELEPHONE: (952) 432-3000 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. �II PREPARED BY: ARIK C. LOKENSGARD, PE #60551 14800 GALAXIE AVE. SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (612) 503-8547 II N WTI\ LOT 2, BLOCK 1 5.62 AC 1111111111 lop EXISTING 30' DRAINAGE AND UTILITY EASEMENT EXISTING TRAIL, UNDERPASS AND \ - DRAINAGE & UTILITY EASEMENT _ 157TH ST. W I, II I II / — �p — Y 11 —T O tEX�ISTING 10' ROW, TRAIL, AND DRAINAGE & UTILITY EASEMENT PROPERTY SUMMARY II LOT 1, BLOCK 1 7.10 AC LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC TOTAL PROPERTY AREA 16.22 AC DEVELOPMENT PARCEL LEGAL DESCRIPTION EXISTING PID ON -SITE: DAKOTA COUNTY PID: 015589100040 TO BE PLATTED AS: LOT 1, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA LOT 2, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT A, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT B, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA GRAPHIC SCALE IN FEET 0 40 80 160 Know what's beIow. Call before you dig. U) z 0 U) w 0� z z U L0 ZZ � J Q a � V) 0 0 0 Q W J U) Z Oz Ff W Oz Y (n o � N W W 0 t` W O 0 ( 5- a (0 _— Y N ~ N a m p N CD Z 0 U a � J U a } m W Z � m � m Z � 2i p m o W Y U 0 Q = � Z Z Lc)O �wF- �OQQ �Qaa aJ a F_ U) W .� W z V Z Z J W O a p: LL (L GCo Q QWJ a UWF_ W a. ' Lc) w J I.L O = > W a a Q SHEET NUMBER PP-100 4/25/2025 Orchard Place 5t" Addition NW Corner of 157th St W and English Ave Preliminary Plat City Council Date: April 24, 2025 Apple Valley 1 Application Requested Subdivide Outlot D, Orchard Place 2nd Addition by preliminary plat into two lots and two oulots. 2 Ap4ialley 4/25/2025 Other Site Applications Rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 51" Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). Adoption of draft planned development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5t" Addition (according to the preliminary plat) Subdivide Outlot D, Orchard Place 2nd Addition by preliminary plat into two lots and two oulots. Site plan/building permit authorization of an indoor commercial recreation facility and class I restaurant with an associated outdoor recreation facility and patio on Lot 1, Block 1, Orchard Place 5t" Addition (according to the preliminary plat). Site plan/building permit authorization of a 135-unit multi -family residential apartment building on Lot 2, Block 1, Orchard Place 51" Addition (according to the 1pieV.11eY preliminary plat). Site Location Orchard Place 5th Addition Location Map NW Corner of English Ave and 157th St W Subject Property Aa'Valley 2 4/25/2025 ON�I 5 - T �L for ,16�Oa Preliminary Plat -_ �r. —LOT A PROPERTY SUMMARY BLOCK 1 7.10 AC LOT 2. BLOCK 1 8.82 AC OUTLOT A 2.97 AC OUTLOT B 0.63 AC TOTAL PROPERTY AREA 16.22 AC I 3 I 3 4/25/2025 Lot 1 EwsnxD �o owuMnur: 155TH ST. W. a unun EnSEMEnr JAS —cn:- — .I r8 r — cr.- Z T o S C� —I FXISTMO MPOELIAN %PEL%E E0.4EMENT _/ _ TMIL EASEMENT ;- EXISnMG 30' DiW W1 —o nLrtY EASEMEM -- LOT 1, BLOCK 1 — �1 7.10 AC 1 ,,,,, FASIMG9MWII[f /�jllllvi a VTL11YEa9E1El1f � III III fi0• I r _1 �Ilp %IOPoSEDIO'DRMIxaOE I \ auram eLEEO I +a u I I eI A"�v�lley PRaPosuEmmE�nsErn:Hi 7 OUtlot A \ i T UTILITY EASEMENT - ____ - -_____S89'59'04'V 617.78.__ EXISTING 40' DRAINAGE v AND UTILITY EASEMENT III aRoaoseolr OUTLOT A \ \TRAIL EASEMENT 2.97 AC TJ 0 1 - ��- N90'00'00"E 510.01 / / j w 11 `\VI 1 nr7r�la 7 �, ni ITT !1T R — _ — I 21 4/25/2025 Lot 2 and Outlot B N90'0000 E 510,01 -� OUTLOT B i 0.53 AC N9000'00 E 511.04:/`----- e�sEwe xdIV QI \ j \ IX. I ErseMerr \ \ \a8`E�U.rt: DI I, � I.. I Action Requested Adopt the resolution approving a subdivision by preliminary plat of Outlot D, Orchard Place 2nd Addition into two lots and two outlots by Orchard Place 5tn Addition. 10 Apples fey AppVafley 5 4/25/2025 Questions? Aa'Valley 11 Conditions 1. The plat shall be configured to have two (2) lots and two (2) outlots. 2. Park dedication requirements shall be satisfied in accordance with Section 153.29 of the City Code. 3. Dedication on the final plat of a ten -foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 4. Dedication on the final plat of a five-foot (5') wide drainage and utility easement along all common lot lines. 5. Dedication of a thirty-foot (30') wide drainage and utility easement along the east property line of the properties. All lots and outlots shall be required to have access for ingress and egress to a public street. Easement(s) necessary to provide access shall be required to be submitted and approved by the City Attorney prior to City Council approval of the final plat. A cross access and cross parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 511 Addition, - shall be executed in a form acceptable to the City Attorney and a copy provided to the City. The Agreement shall be recorded, along with the final plat, with Dakota County Recorder's Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. ^p vie ey 12 0 4/25/2025 Conditions 8. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies, subject to final approval by the City Engineer. Pedestrian improvements shall consist of six-foot (6) wide concrete sidewalk along the west side of English Avenue. 10. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size, the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 11. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays from 8:00 a.m. to 5:00 p.m. 12. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. 13. An encroachment agreement for Lot, Block 1, Orchard Place 5` Addition and the Magellan Pipeline easement shall be provided in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 0 14. The final plat shall be recorded with the County prior to the issuance of a building permit. 15. Subject to all conditions noted in the City Engineer's memo dated DATE. AVaLry ppie 13 •: 0000 ITEM: 5.F. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Skyline Social & Games Staff Contact: Department / Division: Sydnee Stroeing, Associate Planner Community Development Departmeni Applicant: Project Number: Skyline MN Apple Valley, LLC PC25-07-B Applicant Date: 3/7/2025 60 Days: 5/6/2025 120 Days: 7/5/2025 ACTION REQUESTED: Adopt Resolution approving Site Plan/Building Permit authorization to allow construction of a 46,550 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,150 sq. ft. outdoor commercial recreation facility and patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). SUMMARY: Skyline MN Apple Valley, LLC has requested site plan/building permit authorization to allow construction of a 46,200 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,000 sq. ft. outdoor recreation facility and patio on Lot 1, Block 1 of the proposed Orchard Place 5th Addition. The indoor recreation facility would include bowling lanes, duckpin lanes, axe throwing, an arcade, and banquet and meeting spaces. The outdoor recreation facility and patio would include sand volleyball courts, cornhole courts, bocce courts, indoor/outdoor bar, fire pits, and outdoor dining seating. The indoor/outdoor recreation facility will also be in conjunction with a restaurant service that provides traditional sit-down options, bar service, and outdoor seating. The site would include 329 parking stalls. Access to Lot 1 would come from one driveway access off 155th Street West, and two driveway accesses off of English Avenue. This proposed development is in conjunction with a proposed subdivision by preliminary plat of Outlot D, Orchard Place 2nd Addition into two lots and two outlots. Additionally, it has been requested to rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). The preliminary plat and rezoning are requested by the developer and owner of the existing outlot. The Planning Commission reviewed this site plan/building permit authorization at the April 2, 2025, meeting. The Commission recommended approval of the project by a 6-0 vote. BACKGROUND: Comprehensive Plan: The proposed Lot 1, Block 1, Orchard Place 5th Addition is guided for "C" (Commercial). Commercial areas include a wide variety of retail, office, and services uses that vary in intensity and off -site impacts. The City uses the zoning ordinance to regulate the intensity and characteristics of development. Lower -intensity districts include "LB" (Limited Business) and "NCC" (Neighborhood Convenience Center). Higher -intensity districts include "GB" (General Business) and "RB" (Retail Business). In each district, land use and performance standards such as parking, building setbacks, storm water infiltration, access and lot coverage set the parameters for development. The proposed development would be consistent with the current Comprehensive Plan designation. Zoning: The property is currently zoned "RB" (Retail Business). A separate application is requested for the rezoning of this proposed property as well as Lot 2 and Outlot B of Orchard Place 5th Addition. The use of an indoor recreation facility would be permitted in the standard "RB" zoning district. The outdoor recreation facility is not a permitted or conditional use in the "RB" zone. The rezoning to "PD" will allow flexibility to zoning of the property in consideration of this unique use. Additionally, by utilizing a custom "PD" zoning district, the City will be able to consider and adopt specific performance standards related to each zone within the Planned Development. Preliminary Plat: The preliminary plat is being requested by the developer and owner of the existing outlot. Please see the Orchard Place 5th Addition staff report for more information on the subdivision of Outlot D, Orchard Place 2nd Addition. Site Plan: The site plan includes the indoor recreation facility, class I restaurant, and outdoor recreation facility and patio. The parking lot would include 329 parking stalls with street access from 155th Street West and English Avenue. The site would also include a standard 6' wide sidewalk along English Avenue, a 10' public trailway along the west property line, and there is an existing trailway abutting the site along 155th Street West. A requirement in the proposed "PD" zoning will be to connect all interior sidewalks to public trails. The outdoor recreation facility and patio would include an indoor/outdoor bar, fire pits, dining areas, and sports courts. The entire outdoor area would be delineated by an engineered 8' fence. The applicant has stated that trees and landscaping will border the fence where space permits. A fence is required in both the draft PD ordinance and the outdoor dining section of City Code. The outdoor area will also include speakers for music and stadium lighting for the sport league courts. The applicant has stated that the speakers and lighting will be positioned so as to limit spillage outside of the fenced area. Additionally, the draft PD ordinance includes provisions related to both noise and lighting. Parking Details: City Code does not include a minimum parking requirement for this specific use mix. The applicant has stated that parking will be shared with the future development of Outlot A, just south of this site (please see the attached site plan that includes a mock-up of the shared parking area). A shared parking agreement will be required between these two proposed properties. Staff continues to review the proposed parking stall count to determine if it will be adequate for this site and use. The Planning Commission reviewed the parking stall count and had no concerns. Grading and Utilities: The Assistant City Engineer has reviewed the grading and utility plans, and comments are included in the attached memo. Issuance of a building permit, grading activity, or utility installation shall be contingent upon the review and approval of the final grading and utility plans by the City Engineer. Building Elevations: The primary building materials would include brick veneer, corrugated metal panels, and architectural CMU veneer (stone finish). Secondary materials include an aluminum composite panel providing a trim to exterior windows, and metal coping along the roof line. Corrugated metal is not permitted as a primary building material. The proposed building elevations show large sections of corrugated metal, specifically along the south elevation. The north, east, and west elevations show the metal being broken up by articulated sections of brick veneer and architectural CMU. Metal has been permitted as a secondary material for commercial buildings. The proposed "PD" zoning requirements allow for flexibility to the building materials than what standard zoning requirements would allow if approved by City Council. The outdoor fence surrounding the outdoor recreation area and patio would be a pressure treated wood fence. The proposed fence would meet standard requirements. All rooftop and ground mounted mechanical equipment as well as exterior utility meters will be required to be screened. The trash enclosure is shown to be architecturally compatible with the proposed principal building. Landscaping: The standard landscaping requirements per City Code require that commercial developments have a minimum landscaping cost of 2.5% of the estimated building construction cost based on Means Construction data. The proposed plans show the addition of 73 trees and a large variety of shrubs, grasses, and perennials. As with other recent development projects, the applicant is struggling to meet the 2.5% requirement with landscape material as defined in section 155.003. The PD ordinance is proposed to allow flexibility with upgraded landscaping materials that are not included in standard zoning requirements. If the proposed PD ordinance is approved, landscaping costs may be reduced by 1% of the Means Construction Cost of the building if upgraded landscaping materials (public art, fountains, decorative paving, public benches, bike racks, etc.) are incorporated into the landscaping plan. Park Dedication: Park dedication is primarily handled through the subdivision process with the amount of land or cash -in -lieu required based on the building type and size used on each lot. The park dedication will be fulfilled by the intended user of this site. The method of fulfillment of park dedication will be determined and approved with the final plat and development agreement. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Memo Memo Area Map Zoning Map Applicant Letter Plan Set Site Plan Plan Set Exhibit Lighting Plan Presentation CITY OF APPLE VALLEY RESOLUTION NO.2025- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR SKYLINE SOCIAL & GAMES INDOOR COMMERCIAL RECREATION FACILITY, CLASS I RESTAURANT, AND OUTDOOR COMMERCIAL RECREATION FACILITY AND PATIO 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, institutional 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 a building permit authorization of proposed 46,550 square foot indoor commercial recreation facility with a Class I restaurant and an associated 51,150 square foot outdoor recreation facility and patio has been requested by Skyline MN Apple Valley, LLC, on property legally described as Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota, to be located on Lot 1, Block 1, Orchard Place 5th Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on April 2, 2025. 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 Skyline Social & Games indoor commercial recreation facility, Class I restaurant, and outdoor commercial recreation facility and patio on Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota, to be located on Lot 1, Block 1, Orchard Place 5th Addition, Dakota County, Minnesota 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 Planned Development rezoning and PD Ordinance, Planned Development Agreement, and final plat of Orchard Place 5th Addition must be approved and recorded with the County prior to issuance of a building permit. Construction shall occur in conformance with the site plan dated February 19, 2025, including parking lot paving and a non -surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated February 19, 2025, (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 landscaping requirement at the time of building permit application. Construction shall occur in conformance with the elevation plans dated February 18, 2025. 6. Subject to all conditions noted in the City Engineer's memo dated March 27, 2025, and revised on April 17, 2025, on file with the City. 7. Subject to all conditions noted in the Building Official's memo dated February 25, 2025, on file with the City. 8. 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. If the proposed roof -line or parapet wall(s) is found to not be a sufficient screen, other code compliant screening shall be installed. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 10. A bike rack shall be installed close to the primary structure which does not impede pedestrian flow along any proposed or future sidewalk. 11. The sidewalk along the north side of the primary structure shall connect to the interior public trail on the west side of property. 12. A cross -access and cross -parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 5th Addition shall be required in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 13. An encroachment agreement with Magellan Pipeline for the Magellan Pipeline easement on the property shall be prepared and approved by the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 14. 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. 15. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 16. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 17. 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. 18. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 19. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 20. 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. 21. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 22. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the indoor commercial recreation facility and restaurant building, and associated outdoor commercial recreation facility and patio 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 th day of , 2025. ATTEST: Christina M. Scipioni, City Clerk W1 F!'j ri I Clint Hooppaw, Mayor :00 ••••• 000 CITY OF Apple Valley MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: Evan Acosta, Assistant City Engineer DATE: March 27, 2025 (Updated 4/17/2025) SUBJECT: Skyline Social Site Plan Review per Plans Dated 1/29/2025 Sydnee, The following are comments regarding the Skyline Social Plans dated January 29, 2025. Please add these as conditions of approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. • Privately installed public infrastructure will require a private installation agreement. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. C. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6. A stormwater maintenance agreement will be required as part of this project. The maintenance agreement is required to be recorded prior to NRMP permit issuance. 7. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. Permits 8. 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. 9. Department of Labor and Industry (DOLI) shall review private utilities. 10. A right of way permit will be required for all work within public easements or right of way. 11. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Traffic 12. The City's Traffic Engineering Consultant has completed an updated traffic analysis for English Avenue, 155th St W, and 157th St W based on the proposed land use. • The full traffic study is attached to the Orchard Place 5th Addition Preliminary Plat Memo Site 13. The final site plan will be reviewed by the City Engineer. 14. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 15. Pavement section for public roadways shall match existing roadways and be shown on the plans. 16. Ensure that curve in the bituminous trail on the west side of the site meets a 20 MPH design. 17. Sidewalk should extend from the building entrance to the bituminous trail on the west side of the property. 18. Show the location of light poles on the site plan. • Included proposed and existing lighting along English Ave Grading & Drainage Plan 19. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 20. Final Grading Plans shall be reviewed and approved by City Engineer. 21. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 22. Label the EOF's on the grading plan. 23. Provide elevations for top & bottom of all retaining walls. 24. Provide rim elevations for each of the catch basins on the grading plan. Storm Sewer 25. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. • The storm sewer on the west side of the site is immediately adjacent to the retaining wall and underneath a series of tree plantings, which is a concern for future maintenance. 26. A Sump/SAFL or similar pretreatment device will be required before private storm drainage leaves the property. • ST-100 and ST-201 appear to both require the pretreatment device. Sanitary Sewer and Watermain 27. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 28. SS-100 (drop structure) to be reviewed by the City's utility department. 29. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 30. Hydrant leads shall connect to the watermain before the fire/domestic split. The fire/domestic split shall be split outside the building and valves located 1.5 times the height of the building away from the building or placed in a location readily accessible per Apple Valley standard detail plate SER-6. 31. Identify Irrigation service location(s) if applicable per SER-4. 32. Provide additional drawing showing required hydrant coverage for site. 33. All watermain shall be a min depth of 8.0'. Landscape and Natural Resources 34. According to City Code, tree planting must follow 15-10-5 diversity rule, meaning tree landscape schedule must not exceed 15% of any plant family, 10% of any plant genus, and 5% of any species. Current plant schedule relies heavily on 'American Sentry' linden, quaking aspen, and oak species. Please diversify plant schedule to meet requirements. 35. Planting of maple species is highly discouraged due to severe overplanting, please consider alternative species. 36. Applicant should provide detail on snow storage locations. •• •000 •0000 666 see City of Apple Valley MEMO Building Inspections TO: Tim Benetti Community Development Director FROM: George Dorn, Building Official DATE: February 25, 2025 SUBJECT: Skyline Social • SAC determination is required from Met Council prior to permit issuance from the city. • Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site. • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design. • Platting the property lines must be completed prior to permit issuance. • Architectural, Structural and Civil plans are required to be signed with the permit application. • The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections. • The allowable area and building heights will be determined once the code analysis has been completed. • Mechanical equipment and appliances on roofs or elevated structures shall be accessed in accordance with the 2020 Minnesota Mechanical Code 306.5. Depict on your plans how you intend to access mechanical equipment. • Include roof top screening drawings with the plan submittal. • The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the buildings to have an automatic sprinkler system installed based on occupancy type and square footage. • Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. • Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says "no parking. Review areas under consideration for accessible parking areas. • Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1. • Provide energy and lighting compliance calculations at the time of permit submittal. SKYLINE SOCIAL � GAMES Apple Valley Project Narrative February 2025 IntrodUEtion & BaEkground Skyline Social & Games, a family -owned business proudly headquartered in Hermantown, MN, has been a cornerstone of the community for over 40 years. As a third -generation family enterprise, Skyline has evolved from a traditional bowling center into a modern family entertainment center. At its flagship Hermantown location, Skyline offers a variety of attractions, including traditional bowling, duckpin bowling, an expansive arcade, ax throwing, and banquet facilities. Outdoor attractions include 9 sand volleyball courts, bocce and cornhole. Skyline has earned its reputation as the Midwest epicenter for league play. During the summer months, the center hosts over 600 volleyball, bocce and cornhole teams, with over 1,000 guests attending per night from May through October. In the winter months, Skyline continues to thrive with leagues for traditional bowling, duckpin bowling, ax throwing, and cribbage, averaging 500 guests per weeknight from October to April. On winter weekends, Skyline attracts even more guests, with Saturdays drawing around 3,000 guests and Fridays and Sundays welcoming approximately 2,000. Beyond league and open play, Skyline hosts more than 2,100 private and corporate events each year, solidifying its position as a central gathering spot in the community. Skyline SDEial & Games — Apple Valley Expansion Building on its decades of success, Skyline Social & Games is excited to expand with a second location in Apple Valley, MN. The new venue will offer a fresh and vibrant space designed from the ground up, allowing for state-of-the-art features and improvements that enhance the overall experience for guests. The Apple Valley location will include 14 open bowling lanes, 6 VIP bowling lanes, 12 duckpin lanes, 5 ax-throwing bays, and a 60-game arcade. Banquet and meeting spaces will also be available, perfect for gatherings of all sizes. Guests can enjoy outdoor activities with 9 sand volleyball courts, 12 cornhole courts, and 4 bocce courts. The outdoor patio will be equipped with a large indoor/outdoor bar, fire pits, and a variety of seating options, both covered and open-air. The 50,000 SF outdoor space will be refined by a perimeter of green treated wood fence that naturally grays, matching the reclaimed wood elements central to Skyline's brand. The fence will be bordered by trees and other landscape features. Additionally, a public pedestrian trail will run along the western edge of the property, further promoting neighborhood walkability. Skyline's business model in Apple Valley will remain centered around league play, private events, and corporate gatherings, establishing the venue as a lively, community -focused destination for entertainment. The location will operate daily, from 11 AM to 11 PM Monday through Thursday, and 10 AM to midnight on Fridays, Saturdays, and Sundays. We are committed to being respectful of our neighbors, which is why we will ensure a quieter atmosphere after 10:30 PM, with music turned down and stadium lights shutting off at 11 PM during the seasonal use of our outdoor space. The last game of volleyball starts at 9:20 PM, with a scheduled end time of 10:10 PM. A sound restriction that starts at 10:30 PM ensures that all volleyball games have concluded, even if there are delays in the league schedule. With plans to employ between 120-150 staff members, the Apple Valley location is expected to generate significant economic impact, including an estimated $650,000-$800,000 in sales tax, $321,000 in payroll tax, and over $250,000 in property tax. Commitment to Community Skyline is deeply committed to supporting its community. As a proud sponsor of numerous youth sports organizations, we are dedicated to giving back through charitable donations and partnerships. In 2024 alone, Skyline generously donated over 450 room rentals to a wide variety of community - focused groups. Skyline is the trusted venue for parents and volunteers working to make a positive impact and we take immense pride in being a key part of these community -driven efforts. Skyline's new location in Apple Valley is poised to be a major attraction for the community. Currently, with only 10,000 residents, our existing facility is already the fourth most visited attraction in Minnesota, even surpassing businesses like Dave & Buster's in Maple Grove. This success can be attributed to Skyline's strong community connections and our ongoing commitment to reinvest in the areas we serve. With Apple Valley and its surrounding region offering a population that's more than 400% larger, we expect the new location to quickly become one of the most visited attractions in the state. Skyline is more than just a bowling center — it's a vibrant community hub. Designed with a blend of style that appeals to adults and attractions that kids love, Skyline offers the perfect space for any gathering. Whether it's a family celebrating a child's first birthday, a youth hockey team where parents can relax while the kids enjoy themselves, a corporate group looking to combine education with fun team -building activities, or a business owner wanting to treat their team to an unforgettable experience instead of the typical holiday party, Skyline is the ideal venue. With something for everyone, Skyline is truly the ultimate destination for any occasion. '0 � I r ..MIA OMANH COME PLAY WE SFT'EM UP YOU KNOCKEM DOWN. *]NO SHOES NECESSARY* MAIM ROOM plow to w n� — wi of - 'Aug ft X w J 7A �: VOLL IORIMRE GO-EEE, I � �Op vwc� ��" • iiiQ,S��� t I � t - - to mi Nye! IAL AJ A TOO- :P ib _-nip, V401 Op, IVES PON -off JAI Of � � c m Q N LO N O N c LL w w w 0 U 6 U m W c c� n 0 a U c W 0 co U) U M n U 0 a W 0 J U Y PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Kim1pv)))Horn PREPARED BY: ARIK C. LOKENSGARD, P.E. 14800 GALAXI E AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED, PLA 14800 GALAXI E AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 PRELIMINARY SITE DEVELOPMENT PLANS FOR ORCHARD PLACE -SKYLINE SOCIAL ORCHARD PLACE 2ND ADDITION - OUTLOT D (NORTH) APPLE VALLEY, DAKOTA COUNTY, MN OWNER / DEVELOPER SKYLINE SOCIAL AND GAMES SKYLINE SCICIAL .M GAMES 4894 MILLER TRUNK HWY DULUTH, MN 55811 TELEPHONE: (701) 201-0590 SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 v IVllrl 1 NORTH N.T.S. NOTES: 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C102 ALTA TOPOGRAPHIC SURVEY C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C501 STORM SEWER PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE ENLARGEMENT L102 LANDSCAPE ENLARGEMENT L103 LANDSCAPE ENLARGEMENT L104 LANDSCAPE SCHEDULE L105 LANDSCAPE DETAILS L106 LANDSCAPE DETAILS Know what's beIow. Call before you dig. LO Z J Q d H co 0 0 W H U) W W U) U) H U) D W r A �� w Q 0 W Z O W W 0 Z Z J m 2i U p o U O Lo = W O N U) OO F ON (n N Q 0-)Q m 0 7 m Q co N w w _ CDW Z Z Y c� Y Q (1)Q w �1 0 1 0 1 U W W Z oc w O V z J J z CW Q a J V �C� �a�°OLu z W � W o �Z aZ(7 Q w LU o DC z O > w � J a a z_ a SHEET NUMBER W a_ C000 GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES GRADING AND DRAINAGE NOTES WATER STORM SEWER & SANITARY SEWER NOTES Q N N O (N 00 N IL U) W I- O Z J W Z W 0 U N W c co I] U c W 0 co a� c U) U (B n U O Q ry 0 J I U Y 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS. 11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS. TESTS OF UTILITIES. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1. BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: PROBE ENGINEERING COMPANY, INC. ADDRESS: 1000 EAST 146TH STREET, BURNSVILLE, MN 55337 PHONE: 952-432-3000 DATED: 01 /17/2025 2. GEOTECHNICAL EVALUATION REPORT PERFORMED BY ADDRESS: PHONE: DATED: 3. CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: • DENSITY TEST REPORTS • BACTERIOLOGICAL TESTS OF WATER SYSTEM • PRESSURE TEST OF WATER/SEWER • LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS • ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY 1. THE STORM WATER POLLUTION PREVENTION PLAN "SWPPP" IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7. EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE -SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4. THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6. PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. CLIENT -SPECIFIC NOTES 1. CONTRACTOR SHALL GRADE THE 10' ADJACENT TO THE BUILDING AT 6.5% OR GREATER, UNLESS NOTED OTHERWISE 2. FINAL GRADING SHALL INCLUDE THE USE OF JUMPING JACK COMPACTOR TO RECOMPACT THE SOIL ADJACENT TO THE BUILDING PRIOR TO THE PLACEMENT OF THE TOPSOIL 3. TOPSOIL SHALL BE FURNISHED BY THE EARTHWORK SUBCONTRACTOR, TO THE SPECIFICATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION. 4. THE UTILITY SUBCONTRACTOR IS RESPONSIBLE FOR DRAIN TILE CONNECTED TO THE STORM SEWER SYSTEM, THAT ISN'T CONNECTED TO THE BUILDING DRAIN TILE SYSTEM. 5. THE WATER LINE SHALL BE BROUGHT IN TO THE BUILDING, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 6. THE SANITARY SEWER LINE SHALL BE BROUGHT INTO THE BUILDING MECHANICAL ROOM, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17. PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18. SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. z O W w of z c U z Lo z z - 7- U) W J H Q Q 2i - d r O O rn U 0z U) Q o 0 0 Q L0 w Z 5 J W 2 O Z Y W =O w � a ,"low J � 2i U) Y U)v �:: U) o =) N w rl- IN U o W O Ow N Q CO _ Y Lo N � oN Q 0-)Q o 7 N CDW Z 0 = U) cn J U Q m W Z m m Z Q 2i p m W Y w Q (1) � o 0 U W H O z J Q W Z W ZI 2 z CW J Q J a o J V o V a O O LV z O 0 �Z Lu W Qa(' W Z Lu z O � � > � w J Q z_ a a W SHEET NUMBER a- C100 To: Rockport, LLC Kimley - Horn and Associates, Inc.: First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based is a correct representation of the land platted and has been performed in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a), 8, 11 (b), 13, 16, and 17 of Table A thereof. The field work was completed on January 13, 2025. Dated this 27TH day of January, 2025. P Russell P. Damlo RLS Minnesota License No. 19086 Probe Engineering Company, Inc. PROPERTY DESCRIPTION: Parcel 1: OUTLOT D ORCHARD PLACE 2ND ADDITION Located in the County of Dakota, State of Minnesota. Recorded as Doc. No. 3476763 Parcel 2: Utility Line Easements, Drainage easements, Ingress and Egress and Parking Easement, and Driveway Access Easements as set forth in Reciprocal Easement Agreement and Declaration of Covenants, Conditions and Restrictions (Orchard Place 2nd Addition) dated June 22, 2021, recorded July 13, 2021, as Document No. 3476766, as amended by First Amendment to Reciprocal Easement Agreement and Declaration of Covenants, Conditions and Restrictions, dated September 17, 2024, recorded September 19, 2024, as Document No. 3646253. SITE ADDRESS: Vacant Lot Apple Valley, MN 55124 TOTAL SITE LAND AREA: 706,720 Sq. Ft. = 16.22 Acres CURRENT ZONING: Sand and Gravel (SG) (Per City Zoning Map dated 7-17-2024) FLOOD ZONE CLASSIFICATION: Zone X, Flood Insurance Map No. 27037 CO210E, Dated 12-02-2011. UTILITIES SHOWN ARE PER FIELD LOCATIONS AS MARKED AND OBSERVED. REVISIONS ROBE E NGINEERING COMPRNY, CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS INC. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 PREPARED FOR: KIMLEY-HORN ALTA/ACSM LAND TITLE SURVEY REQUIREMENTS (additional Table A Items): No. 16: Proposed buildings for this site not shown. No. 17: There has been no current street construction at the time of this survey. Current Title Commitment referenced for this survey is from First American Title Insurance Company, File No. NCS-1167148-MPLS, dated 12-27-2024. The items listed in Schedule B, Part 2, Numbers 9-19 are either shown on survey, labeled as not affecting this property or labeled as not plottable on survey. Per First American Title Insurance Company, Title Commitment File Number, NCS-1167148-MPLS, dated 12-27-2024, Schedule B, Part 2 exceptions affecting this property are listed below: Item No. 9 are Pipeline Easements, Partial Releases and Grant of Right of Way and Encroachment Agreement is shown on this survey. Item No. 10 is an easement for trail and underpass purposes and is shown on this survey. Item No. 11 is an easement for right of way, sidewalk, trail, drainage and utility purposes and is shown on this survey. Item No. 12 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 13 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 14 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 15 are drainage and utility easements per final plat recorded as Doc. No. 3476763 and are shown on this survey. Item No. 16 are terms and conditions of the Development Agreement and is not plottable on this survey. Item No. 16 are terms of a Reciprocal Easement, Covenants and other Restrictions and are not plottable on this survey. Item No. 17 are terms as contained in a Reciprocal Easement Agreement and amendment and are not plottable on this survey. Items No. 18 is an Access Restriction Easement and amendment and is shown on this survey. Item No. 19 is a Drainage and Utility Easement and is shown on this survey. CONTACT CITY OF APPLE VALLEY FOR SANITARY SEWER, WATERMAIN, STORMWATER MANAGEMENT AND STREET MAINTENANCE. 952-432-2500 CONTACT DAKOTA ELECTRIC ASSN. FOR ELECTRIC POWER MANAGEMENT. 651-463-6212 CONTACT FRONTIER COMMUNICATIONS FOR TELEPHONE MANAGEMENT. 800-778-9140 CONTACT CENTER POINT ENERGY FOR GAS SERVICE MANAGEMENT. 608-223-2014 14800 GALAXIE AVE. STE 200 APPLE VALLEY, MN 55124 DESIGNED CHECKED DRAWN DATE PM 1/17/2024 SCALE AS SHOWN JOB NO. 1871030 ALTA / NSPS LAND TITLE APPLE VALLEY, SHEET REV. SURVEY OF 1 MINNESOTA 2 LB APPLE VALLEY LLC PID 014442001010 / I DaSTNG WATUN---I --- / \/� A�\ y 51T MAG N .y ' - - EXISTING SANITARY SE ER ��� R'9�6.17 + RM&46 345.32 EXISTING SANITARY SEWER / R:944.M\ ENGLISH AVENUE I /�, I - -DRAINAGE & UTILITY EASEMENT----,'15NGLISH AVENUE \ -�--� 94 A-"s \ \ 'B /'6ITUMINOU5 SURFACE PER RECORDED PLAT ` 94C, BITUMINOUS SURFACE O�� _ _ - - _ - - - _ - - - - - _ `'� _� - - DRAINAGE & UT EASEMENT--_--- �a \ I /ice / I / - - ��� � - "' M / PER DE T4B-15 �4Zr� - - - \ ��� R:9�4.32\ 50 0 50 100 104 /� \ �'� `\ SCALE 1"=50' / 120 � n TIM \ \ ORCHARD PLACE LS 2024 LLC I I o\ \ / \ 945�.r-- A�\ I I I I I �� \94s / / \ 94 o s \\ \ PID 015589101020 I � / � �� \ \ 11 li I 945 \A3 LB APPLE VALLEY LLC PID 014442001020 F,- lI S00°1'23" 94 '9A61 ` ORCHARD PLACE 2021 LLC P I D 01589101030 TTN � .53 i r --=-=----- 1EXISTING9WATER"N - I nRmIIf I- - 945 GNT EME j I I w PER RECORDED PLAT" ' 1 AV, I... I yl \NO�'�C' �-n I 1 \ ! Iw , w\ r / F \ \ - ET MAG NAIL 00 30 iy W I 9.93, 1 = I I cn p rn \ r~ ` _ / - / / g \ \Sl',� 1 �. - -. 19 MAG NAL ii i N ii I ! w ? � \ 1 \ ��`'�' / 1:s _ � T- \ I Iz 1 \ \ \, \ .���__ _NGLISH I� AVENUE 11 II W \ 1 I p 1 \ \ �5' �iT 1 I I c~n o / sa \ DRAINAGE & UTILITY EASEMENT--- w w a 1 / \ \ ,� / \ PER DOC_ NO. 3517619 ii �/ i it I I J 0: Z 1 1 945 ,../� I \ I ah\ \ a 1s 10 °D cn w 1 1 ROCkPORT LLC w� Q 1 1 II I ?o � w -10 �( P1�1015589100040 \ `� \ \ + - I ivi�m S 1 1 \ _9Ab11 $ I iII I~ SOUTH'rFOOT ACCESS RESTRICT16N-4- - 1 11 / \ 11 II I I g ti 946 , \ \ I I i C� U T I O T {� - 120 , I " \ EA�EMENT PER DOC. NO.347676711 1 { I I \ I i II Jz \�. ,766 11 I ; JIB 20 20 7t�6,720 SQ. FT.\ °Y r-.� / / 16.22 ACC. �` I L� + ► " lihl I zm Zl I I� I \\ - 1 _ -► / / 1 w I \ R/W, SIDEWALK, TRAIL & DRAINAGE MO I� I p \ II'� // I I / p,� I y m UTILITY EASEMENT PER DOC. 31221,85--/ � { -] 000, I'r'I I I w a\IIIN I \ / / ,' I ��11 I°od' 1 d I \ � -,w cn \ \ I� /\\ /� / ILm �/ /� � I � I � W / / \ ,�c� 315Z %n 1 J� III �I II Alaw Zir i I QIQ 1 j \� \\ \\\\� // ll f\`�/ ��Ia Lil / I�' I j 118 I I I I \ / I i / ! w \� I ( I /� i \�I ICI + I a R g 1 I I I \ ,i �� \\ a � ' I f / / II--, 7*20 I II ~ w a V-I li tl i l , Q°� I i'I I \ ��' °�-I I I f / 1 i j�f ll oa JIB` a ,� �-\ YOf i II1I1I .iii iii1 IIIIaI I■ r III III III cUh11 \lI +IIlI �II1(II1IIIII I I I1 \ I\ �II + d / I / ILL O // CH�0.o/p t/ 0 o J 5E-474TW 945 ,7--�-oD �-- I I+ IMI 1 -tw-- �4 -945-' ;`e4c--94S-rrPLAf942 \ 0 9aa op, 11u1u1111 \ I I I I I + I u-s-4 -'V�ss42 `= f- .01_-r-r--"I-1�_--��L D9 -�- 8 z� ZO �dW 945= 9�045 9A2 z=�=125.1 CH=13�2-Qi7:0-� w I I _ \\ -- -_- -_ -COUNTY-0 ii I t w w \\ � / / / // s4�. �/ - 942 - " I - yam I w _ - _. - F- _ _ _T� ii �"J•� III \ /� �/ 1 \� 93 \��=110_3105- j7 11-4-I 1-+-•1'i~ 1. i------ �s \ / •'J41• - _ 2 ✓ i '"-s f I `�'° 1 / �a�— _ - ---- ° - - -sal- / , ' / / / - \\� \� Sao• -� - ` PID 015589100020 II II ,_/ / r 5. �C `�\1'�` /— - 935• \ f �I I I I III w I / \ \ `� \ / / / / / //// \��\ 11 \1 i / �.93�`- -` - - ��\ \e \ \ f I 1 I I I II 110: 5s-w\ � \►f I /f � II1III I'1I1i11F1I1i�I1II / // \ \ III1iIiIIII � 3 _ ----------------- 42• — . 9AS 10 GRAVEL SURFAGE soose \i — 1 -- - - - ------- --- ! / //aAV \\ RANGE�� /�— \ f I \ \ - — — — — — —a== — — w i = LEGEND \\,i 9\��� / y11.� • DENOTES IRON MONUMENT FOUND �`\ \ \\\ y�// r���0 DENOTES IRON MONUMENT SET r/ r 930 J�® DENOTES EXISTING ELECTRIC BOX I/ IN DENOTES EXISTING COMMUNICATION BOX 1r---- - ;---` DENOTES EXISTING ELECTRIC METER I1iIiIII �- �,jI 11l1m I'II1!I� � /+f/ �•92rr - ' lL PRO -DENOTES EXISTING POWER POLE -AN'27 -- Ill --- - - LP DENOTES EXISTING LIGHT POLE d I'll, -r .. I I 1- I .. -1- .. ,l"ZjI 1 11 1 1 1 1 1 1 1 ®DENOTES EXISTING STORM MANHOLE 11+111 IIII.11;IllI 00 DENOTES EXISTING CATCH BASIN \ IIIIIIIIII �\ id I l filll fill 111 +++!! I I I IR I I n DENOTES EXISTING F.E_S. // / / + f I I I I fill +III I + + I !III + + DENOTES EXISTING HYDRANT 11 / 1 I I I) I + I I ++! + QS DENOTES EXISTING SANITARY MANHOLE / / l / 1 i f f I I + I + I I I III + I ! _ _ DENOTES EXISTING RETAINING WALL �+ 0 o- DENOTES EXISTING FENCE �+ ��! IIII llll 11+l +111 III+ II 1 DENOTES EXISTING UNDERGROUND COMMUNICATION LINE l I ( • DENOTES EXISTING UNDERGROUND GAS LINE I �11IIlI�Ill�lllllll+) 1111111 REVISIONS ROBE COPLANNERS andlNEERSLAND SURVEYORS ENGINEERING COMPRNY, INC. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 PREPARED FOR: KIMLEY-HORN 14800 GALAXIE AVE. STE 200 APPLE VALLEY, MN 55124 DESIGNED CHECKED DRAWN DATE PM 1/17/2024 SCALE AS SHOWN JOB NO. 18710.30 DENOTES EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING UNDERGROUND FIBER OPTIC LINE — a•— DENOTES EXISTING OVERHEAD WIRE m10 DENOTES ITEM FROM TITLE COMMITMENT, SCHEDULE B, PART II ALTA / NSPS LAND TITLE SURVEY APPLE VALLEY, MINNESOTA PHASE I BMP QUANTITIES AREA SUMMARY LEGEND m Q O O c'7 LO N O (N C L N LL z Q n _ W U) W M U) C c6 0- 0 Q C W N 0 M N U) N U co W 70 c� U 0 W 0 J >I Y - - � BIOROLL (TYP.) - OFFSET 2' FOR CLARITY I � / SILT FENCE ±725 LF ROCK CONSTRUCTION ENTRANCE 2 EA BIO ROLL ±125 LF 1,� �ta)v� . I II s • ROCK CONSTRUCTION / ENTRANCE AS GAS GAS GAS GASI GAS \ I •I I C<S- GAS 3AS GAS GAS I 'I I sCID s � II 9 III - I....... GRADING LIMITS_ ' ■I - --- - -- -- -- - _- - - - - - - - - - _- - - - - - - - -----------\------------- - - - - - - - i _I 1.29%° a6 g 1 _ � \ Ooi / 1 I II n° ci L__ __j 9 6 NN !-,I 6�NNI00 II I I M M N 1 I I I M co�M PROPOSED BUILDING /. I I I I I I°'��°�� I LIMITS I I I I l i °0') , I I I I I I I I I I I /\ �/ \ GRADING LIMITS SILT FENCE (TYP.) -OFFSET I I ' 2FOR CLARITY I I I \ I I ROCK CONSTRUCTION � I I I I I III I I I 0.75/° ENTRANCE I I I �3�1111 I 1 I I I \ \ IIII I I r I I' I 020° 1 1 IIII I I I I I \ 1.7401 F_ -J I I \ I I II II►i i I �I \ I GRADING LIMITS I I I I I \ \ TOTAL PROPERTY AREA 7.10 AC EXISTING IMPERVIOUS AREA 0.20 AC EXISTING PERVIOUS AREA 6.90 AC PROPOSED IMPERVIOUS AREA 5.27 AC PROPOSED PERVIOUS AREA 1.83 AC TOTAL DISTURBED AREA 6.03 AC II M y uI I co rn o \ I = NNNNNN N co MMMM<r'OjMMMM��� rnrnrnrnrnrn rn rn rnrnrnrnrnrnrnrnrnrnrnrn co I o M 7 � �II�II � I I�I�ill�l�l I � I I� I I I I I I 16� 9A6' I� I III I I �I I I 1 1i 1.31% I I I1 1 I I I III I III11 �I I I I IIII I I I \ \ � I I■ II I I II I I I I I I I I IF\ g I I I4:1 - II r I I I I I I It \ I I / / I I• I I I I I I I I I SILT FENCE (TYP.) - OFFSET w 2' FOR CLARITY \ I I I J I l SILT FENCE (TYP.) - OFFSET ^� GRADING LIMITS 2 FOR CLARITY -- - --- ---- 77 aZ f-T ------ ------- ---- ------- CIO M �� y /j�' I/ \ \ \ / • •. . ter■ •■ • • • . ■ ■ ■ . ■ ■ ■ ■ ■ ■ ■ ■ • • • • • • • • • • • • • • • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ -- �- \ \\ TRAIL CONTINUATION INSET 1 "=30' �' ���/ I I III I SEE INSET FOR TRAIL CONTINUATION ROCK ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL EROSION CONTROL PLAN NOTES W H Q 0 U) z O U) W 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES Z SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. In 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL z z PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT w SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE H CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS U a 00 REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT p F-: rn U SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN U) U Z APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A Q o pp PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR.cz,T 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE z INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 0 vf vf z Y 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM e w W a EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. � _j I_- 3: 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE Y U) AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING No AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE N w TRAILERS, AND TOILET FACILITIES. r` 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED q INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS O Q CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. w o N � "I o W o 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE W N Q U)com START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS 0- O LU m o PRACTICABLE. _ CDw z z Y U 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS Y 0 o o 2:: OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. SWPPP UPDATES & AMENDMENTS THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 1 SEQUENCE OF CONSTRUCTION 1. INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). Z O NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS U OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND Q CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR (n DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCEZ IS NECESSARY. O NORTH O Z a IC SCAOLE IN FEET�O Know what's below. z OGRAP Call before you dig. W Z ~ J Q Z Z a W 0.2 O G �W U) Z W O U U QJ - J Q_ J U �U 0 a. co LL o cl) �WQW Q J W Z _ a O V♦ Tm W a a z 2 W ,Q V 0W J J W J a a Q SHEET NUMBER C300 • • • • • (S i�•ii•i•i•� HASE II BMP QUANTITIES B - � - MULL 951 BIOROLL (TYP.) - OFFSET 2'FOR CLARITY N AREA SUMMARY TOTAL PROPERTY AREA 7.10 AC EXISTING IMPERVIOUS AREA 0.20 AC EXISTING PERVIOUS AREA 6.90 AC PROPOSED IMPERVIOUS AREA 5.27 AC PROPOSED PERVIOUS AREA 1.83 AC TOTAL DISTURBED AREA 6.03 AC . � 3 ■ \ II IIIII I IIIIII I I I I II I I I I I I II I III I I I I II IIIII III I I II I III I I I I I III I I I I II I I I IIII I I I I IIII I II I I I III III II I II III II �VWIIII II IIIIII I W W•W �W •W o Woo W W00 W W 00W W W00 W W 0 W W W0 W. ••:....�....T..� .�..9..g. 6.� ..,. � .T � . \ I.. I� .\ . T .: . ... ..r... .�.... �.....T.�.5.��. ,°...�.... ..rW..... T...•Y.. .►..T ...O .IIIIIIIIIII ... .......-...�.�.o.;°...III. WWWWWWWvWW � IIIIIIIIIIII , . ..�;,2..• '.:.•.-.4 .�W2WvWYW' I.° s °�I.I• ww O-NNLznn)M) 0 NWUNc0 I �III /�I � III I I •d•O 'onod /LI / / I J�I II �\`\\1 \\\ \�\\W y s3sgs'� W\\WW\9v4 � W W W1 WWW_WY'_�WW WW Wb�I ✓ WW �\WW36W \\WWW WW WW WW WW WW WW� nJW�JWW WY WW i,W-W WW W WW +W�I WW r - Wf WW- W W WW WW WW WW WW WW JW 1WW WW Wv/ W W,/9 _ ...-.... .'. 9� i�III ` W I U- zi 0YLO I I I II OT ...... ... ° 13 V ±7.10AC ....... . ....... \m B............ .......... .. ............... ........ ., ....... ..... ...... . .............. . ...... INLET PROTECTION . . . . . TYP) .................. I . ... .. . 1.5% a U . . . . . .a ........ BIOROLL (TYP.) -OFFSET :. . . . . . . . . . . . . ... . . 2'FOR CLARITY W ch I co .. .. .. ... . .. . . ......... ........... .. .. . ............ ....... ..... BIOROLL TYP. - OFFSET .......2FOR CATY % 9GRADING LIMITS .. . . ./ *CO LO / _ . . °o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� ... _ ry. .. . . . . . . . . . . . . . . W V / DEVELOPMENT 1946 - - 0104 9,3 Li TRAIL CONTINUATION INSET 1"=30' SEE INSET FOR TRAIL CON IN ATION iI lI lII I ii II I I I I II I I � I II II�I IIII iII II II I I � IT]] J1 GRADING LIMITS ■ rA rA rA A 1 INN LEGEND ■ In yROCK ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. z 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE z z CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS - z REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT U) SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN H APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A U a 1- 00 PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. O F-: rn U U) (n z 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE o o 0 INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. T _ Q H `c' w 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM z EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. �O (nvf z Y 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE w W a AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING _ 3:AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE Y TRAILERS, AND TOILET FACILITIES. H N (n 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE N w CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 4�Z- 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S A REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL /`(`]� MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. z U m g Q 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE O START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS w o N � PRACTICABLE. 0 0 N (n N Q Q co 0�0 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS 0- 0 O coo OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH = CDw z z Y APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. Y v 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 5) SWPPP UPDATES & AMENDMENTS P THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 2 SEQUENCE OF CONSTRUCTION 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE LEGEND ■ In yROCK ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. z 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE z z CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS - z REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT U) SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN H APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A U a 1- 00 PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. O F-: rn U U) (n z 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE o o 0 INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. T _ Q H `c' w 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM z EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. �O (nvf z Y 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE w W a AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING _ 3:AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE Y TRAILERS, AND TOILET FACILITIES. H N (n 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE N w CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 4�Z- 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S A REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL /`(`]� MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. z U m g Q 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE O START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS w o N � PRACTICABLE. 0 0 N (n N Q Q co 0�0 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS 0- 0 O coo OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH = CDw z z Y APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. Y v 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 5) SWPPP UPDATES & AMENDMENTS P THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 2 SEQUENCE OF CONSTRUCTION 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE Z INACTIVE FOR 14 DAYS OR MORE. 2. CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING W O UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3. INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4. COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. Z z 5. PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6. CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7. AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, W J SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE Z 0 V EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE -STABILIZE ANY AREAS DISTURBED BY THE REMOVALS vO U ♦^ NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS D J a. O 0 LL O W OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND (j ♦^ V/ - ♦^ W CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR Z O ��/ Z W Q W DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCED Q . d Z IS NECESSARY. � O� V J � W a �� W NORTH Q (n r LU Q z as GRAPHIC SCALE IN FEET Know what's below. Q 0 15 30 60 Call SHEET NUMBER before you dig. � C301 Q O 0 1M L J N 0 N C co LL 0) Z /J LL W co 4 W VJ C c6 0- 0 W M C U co cu U O g LU 0 J Y \I W W W I G I W W ' W I F I W W l d W W d W W W � W W W ....................................... .......... I .':. W 8.7' 18.5' 24.0' 20.0' . 20.0' 24.0' . . >. .18.5' W W ....... /I ... — 6.0' . . . . . L I I ...:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED 20' D&U EASEMENT W W EC' .: R............ .. . ... . . . . . . . . . . . . ............ ........... I WI6.0'* W W p N..... I .., W W W W .. •• - - E ........... L ..... I ... JI PROPOSED TRAIL EASEMENT y W W 22.5' W W d� EXISTING 5' D&U EASEMENT .y W I W W i W W F .Q W W W W W W W W W PROPOSED SKYLINE IM SOCIAL & GAMES ILI r r r r r r 4600 SFci I O PROPOSED P 0 tL ±51,000 SF B R 0 I W P W W W W W W R15 0' m .. .. ............. I.. I ♦ ♦ .... .I.+: c r r r r r r A A A A A A PROPOSED 20' D&U EASEMENT W W .................. .......... ...... ................................. I:.... H ..................I .I. �I:`;'..� ..................I......I. 18.5'-. 24.0' 20.0' .20.0'. . 24.0' . .18.5' V W W W W I I 1., d W 1I{ 100' W13 6.0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W1 W Q . W 1 W . . . . . I . W. I WW�J 0 I.... d VI W W . . . . . . . . . . . . . . . . . W y W Oy . . . I � I WI W 1 W W ^ V .J W W _ 0 I W Wa . . . . a ..., :.. ... ... .. '. ... ... .. .... d o: W 11V ............ I I. � W r-.PROPOSED TRANSFORMER G . . . . . W d WW W F .. 90,. R15.PROPOSED 5'D&U EASEMENT -. PROPOSED 5'D&U EASEMENT I a W W W W W W W W W W W W W W W W W W W W ......... .. . . . . T .... . O� W W W W W W W W W W W W W W W W W W W L d W / 1 � � W W � 41 / W K 4- 4 d CONNECT TO EXISTING a' CITY SIDEWALK W TRAIL CONTINUATION INSET 1 "=30' TEMPORARY ASPHALT -CURB . . . . . . . . . . . . . . . . . . .y♦\\ W\ W /W W W W W W W W W W W W W W W W W W W W W `�T�T—W—`Y---____.---.�. ................ N H I II/ . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I— A , \ \� \ ---------------------------------------------- it W d \ W I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � \ \ \W \ W d I IW Id SEE INSET FOR TRAIL CONTINUATION LEGEND PROPERTY LINE W H Q SETBACK LINE p — — — — — — — — DRAINAGE AND UTILITY EASEMENT RETAINING WALL PROPOSED CURB AND GUTTER ''''' . . . . . STANDARD DUTY ASPHALT PAVMENT O — SEE DETAILS FOR SECTION U) CONCRETE SIDEWALK PAVEMENT > SEE DETAILS FOR SECTION c ASPHALT TRAIL d . d SEE DETAILS FOR SECTION 0 Z z U L0 Z Z LU Q 0 U a ti O SITE PLAN NOTES Z o S o 1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS Z H } OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING (0 J DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED WZ U) w g LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. O Z Y = w 0 2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING J W m EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & g PARCEL INFORMATION. Y U) � H 3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE N W NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS w ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5. TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. Z U m 0 Q LU O N O o N Cn N p O m o Q (0 c� w LU_ CDW Z Z Y Y Q cn Q w KEYNOTE LEGEND CONCRETE SIDEWALK ACCESSIBLE PARKING STALL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN RETAINING WALL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS COMMERCIAL DRIVEWAY APRON CITY TRAIL ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) FLAT CURB TRANSITION CURB SURMOUNTABLE CURB STOP BAR & STOP SIGN CROSSWALK BOLLARD GRAPHIC SCALE IN FEET 0 15 30 60 Z Q J a w ZI 2 Z V J Q J 00 V♦ a W G Z o GCZ W a W Q W ZC7 O = V a J >. 06 W � o � J O r (LU > � J Know what's below. z Q Call before you dig. E SHEET NUMBER C400 I- Q 0 M L0 N C) N 00 co LL 0) Z J W Z No I..I_ Q) Vl C 0- 0 (3) 0 co (D U) N U co W cc L O > > W 0 J I `Y ME:949.42 \ 155TH ST. W. G:949.49 G:948.36 ME:947.75 I TNH © - \ \ P 950.37 949.88 T/G:949.77 T/G:948.63 ---- --ly f--------------------------f --------- ----------�T__ ------------- ? I ��\ �� \ ME:942.73 949.98 1., \ ---------------- ------------- ��----------- �- ME:942.81 i W W W W W _950 9 GAS AS_ GAS -I- - \ _ - ' � I WG:950.04 G:949.52 M E:951.04 c I** W / \ I i m IW W W co 950 gyo rn , rn rn GRADING LIMITS (TYP.) W g51 W W W ME:951.22 / I \ G�1S GAS, GAS GAS - 3 GAS AS GAS GAS I gSl IW W W G:951.11 _ GAS GAS - GAS GAS II GAS ) I ME:951.47 I 960.. IW W rr / / - ME:947.55 GRADING LIMITS (TYP.) I ME:950.57 G:943.47 - -A I l9S0 G:947.59 / / ME:944.56 IW 950 W W W W W W W W W W Y W W W W Y W Y W W W W W W Y W Y Y W W W W W W W W W W W W W W W Y G:943.78 G:943.37 ST-104 1. I I I\ W I W W \ W G:949.80 �gcl9r I �9�% G:943.90 W G:944.06 G:943.17 ? \ 94y 949 � G:949.00 \\ 4- I g811' I I s I I _ � WI W� W � I� 947 9 I I 944.20 W CO 1N- - - - - - - - - 947.41 \\ \ W I 948 o M \� N 948 ; �' G:947.53 G:947.55 \\ \ \ W W W �947 g W \ \ W W W 4 j. V � i \\ \ \ \\ 1 94 W W W 946.90 / 9�6 U:�EG 945.26 o s 6 945 v ST-2� I \► 1 V I 94 co 1 I i \\ I g 4 946.43 n W \ \ y I TW.944.22 45 1 I BW:944.22 i W l 00, _-=3)3_i?.3i_))?:-s3)))s3?>3i-?3i:)•is)si))-3ss • IIII/I I I I I I �I IIIII I I I II II II IIIII I II �II I m II IIII I1M nIIII III \II III1 EIIIII III �II : I 9II1 yI �mI I\4IIIII 3I I rnI I 9 I . I• Ii �Y"WW\M aC y em u' G8��WWw`dWI�'Y� oIIIIIIlI W WW `WWWWWWW.WWWWWWWWWWYY� ®� WWWWWWWWWWW.WWWW Y� G SD ::9TT 4-- 2:13� 30. .7. 2 6 5 2 .. W W i Y i I • .y`W - pIIII } m� !�,ILI II I - W o F W�oW W o ooW o wW ■7W 4 W W W ■ W W W G W:94 W6 .7■ °2 0F! TW:947.26 BW:944.35 W944 ME:942.26 TW:944.18 -g42 BW:94 �TW944004 BW:942.60 W I , Y W\ 947.26 ST-204 DT-3 942.15 942.30 fprn0947.26 RAIDING LIMITS(TYP.) 1.50% TW94726 illm W W BW:944.35 N I m Bm E:941.48 ST-203 W W DT-2 O J mII1 WW TW.943.94 BWPROPOSED PATIO ? m m ±51,000 SF B N i t3 1114 > Cy)LOm0) TW4726I 1 W3rn 1.50%I1 44 Ma)�0) 947.26 It a 0) I mcI 942.30 942.15 TW:9494 C 94 7W.: BW:942.51 a ST-201 I ° TW:947.26 a 947.36 G:9 BW:944.33 TW:944.08 W BW:943.98ST-200 WWW 9 N \7 41 O I 946.48 �!L RD-1 ' l 46.48 i W . 1 1 G:946.75 00mN N of rn \ T T / /G G : 9:.9447 7.2.25: 94736 f I I I II \ � I � I PROPOSED SKYLINE SOCIAL & GAMES T/G:947.25 ±46,200 SF FFE: 947.36 ?s / / . y . y � W 'Y W W Y W w Y WWW � W C J W W WWW I W WW � � W WY , W W W W N _W =Y 'W�,* ME.947.87- 3Sp 0 J�WW W94943.48W W Q> M E:943.90 I 943.72 --5 - �� / LO co CUB / I I rn 943.55 Q013, --------------�- sa I rn � � � ME:943.35 IW J ` \\yg�3 ° W I )s ME:943.72 j - -� -\----------------1------- 9 J31.85 i ME:940.43 \ i 941.47 v- � Y` \\ W \ > ° \ 93 4. ME:943.35 \ \ \ \ W W \ \ _ 941.64 J 21 W \ \ \ 23\\\\ \ \ \ - /cTs Nt ? W \ \ \ME:942.76 \ q� zT rn rn F M E:941.00 942.53 \ 1 M E:941.15 \ \ ` \ \ \ \ 1 942.68 / 11 I \ g41 / � II SEE INSET FOR TRAIL CONTINUATION TRAIL CONTINUATION INSET 1 -30 - IW Jy W Mo G:946.76 I � G:946.75 7 EX-STUB-1� GRADING LIMITS (TYP.) fME:946.03 i I coo - 9 4 4 G:944.72 N[e]011 R . i° LQ :7 G:946.35 G:946.75WG2946y5 1 1 G:946.78 G:946.4 G:943.52 ME:944.09 I G:944.38 \� G:944.40 W W GRADING LIMITS (TYP.) G:944.59 W G:944.87 W W G:944.22 Y Y W W W 5 G:944.41 W �9 G:944.14 W 944 W W 4s ST-103 W G:943.63 ME:944.06y W V � .y W .y2O W 945.52 W W 942.73 F�Lic�!k)1 944.26) 944.29) 221°IO � W ' N / W W � W W W r I 41� °° rn 21I W W W W�G:944.95 ME:945.37 G:945.23 ��* G:946.43 B G:945.83 W T/G:945.88 W W 946.76 G:945.57 W �' �' �' R94558 G:946.12 T/G:945.62 G:946.31 I T/G:945.45 GRADING LIMITS (TYP.) G:945.73 T/G:946.47 I i � G:946.01 T/G:945.89 G:945.72 W G945.92 I W W W W 946.04 945.90 W ME:945.66 °0 945.83 ) W _ I WII 0 m LLi 0) ST-102 WII W Q G:944.67 W W = 1 �/° W � J G:946.75 I z G:946.60 I W W LL, 946.97 I W W G-945.97 ST-101 M E:946.43 946.67 LEGEND PROPERTY LINE EXISTING CONTOUR 925 PROPOSED CONTOUR PROPOSED RIDGE LINE PROPOSED SWALE OPROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER 100.00 PROPOSED SPOT ELEVATION G:0.00 PROPOSED GUTTER ELEVATION T:0.00 PROPOSED TOP OF CURB ELEVATION T/G:0.0 PROPOSED FLUSH PAVEMENT ELEVATION ME:0.0 MATCH EXISTING ELEVATION TW:0.0 PROPOSED TOP/BOTTOM OF WALL ELEVATION BW:0.0JI 0.0% PROPOSED DRAINAGE DIRECTION GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB -BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS -SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE -VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRAPHIC SCALE IN FEET 0 15 30 60 Know what's beIow. Call before you dig. 00 W F_ Q 0 U) Z O U) W OI Z z U LO z z � J Q U arl- OU L Z OQ o LO O 0 r '? 2 Q H L W J Q' U) z 2 eiO Ff W O IMMENEEM 2 Y U) O N W I.LI O � *k J m U � Q U o LU C:) N O o � N a- Q (O _ W CS N Q � N O W m W z Z m W Y co 0 0 U CZIC Lu JJ J J O o V CO �a �Ow co z o GC LJ.I Z Wa Q W z O =J a jad >. W i J o O > Q z as Q W SHEET NUMBER 0- C500 CL C'7 N O N C L a� LL z J 0- IcIf W U) alf H U) In a� Q) t U) C (6 0 Q C a� 0 M W C U) U co cc L 0 ry 0 J Y 155TH ST. W. / - -- : - ------ - - ---- _ - - \\ \ 94g ��� 950.37 \ ----\ \-- \ - Qr- T ----GA % �-------------�------------- \--------------------------- ��------------- 949 �..RS� i- � - - - - - - i - - - - - - - - - - - - - - - - - - = - - o - 950 � - -- LS'�- --951' - - - - - - - - - - - �J------------------------------------------------------- 1\ 1I I / 0) � I GRADING LIMITS (TYP.) g5 g5p' rn �6' °' m GAS - 944 C' S - G�1S GA GAS �i �\ / I GAS GAS S I I / GAS AS S GAS GAS GAS I � I GAS 9si - GAS -� GAS I \ J GRADING LIMITS (TYP.) --I I 9So 90 / I I950- i 950 -� / I � /LID 949 °' - 949 J 1 949 948 _ 948- - / / ST-104 ��� 14 9 / 99 _947- �i / / / / RE:943.16 °� pl - 946 6, .66 SE ' -7 \ ` = \ono gig- I /g4g _ 946' j� \ 944 03 / 80 LF - 15" HDPE I 947 947 / 945 @ 1.10% \ \ srs\ 0i / I I \ 945 946 STA 03 v ��� \ / RE:943.64 0, IE:938.78 NW 1 d \ I 7 \ IE:938.53 S ST-205 " ,n / 946 \\ I I RE:943.42 rn IE:939.92 S ' \ \\ 1I I� I 944 � \ I I I I 64 LF - 18" HDPE \\ T T GAS GAS GA GAS GAS I I I I I rn I I @ 1.00% 947 I I I I ►�111 ILIN III III �`�\I /A \ rn -C3 I I 1 ► 7 LF - 15" HDPE I N @ 1.00% I I I I III I I I III I I -CDT-3 I I I I I I S I` I I I 111 1 44.16 I \ I E:939.33 W II I I IE:9 9428N I I I I I I I IE:939.26 E \ I I I I I I IIE939.28 S I I I I I i \ I I I I 11 M I I I I � I 78 LF - 18" HDPE I I I III 0)1 1 i I @ 1.00% I I I I w •• I I I IN - �� � e �r-xyy�9r �7r L 7r °iI I �7LF-15"HDPE 'T� Y� R� ���� • RE T4-20 I I I I @ 1.00% 4i All F�000w I I I IE:938.51 N IE:939.26 E I 51 S I I ® �� DT-2 IE:939.33 W ' iE:938. N I I PROPOSED PAl I °II I I I I I ! + q _51,000 SF III II I I l l l i I I .4 40 .■• NI 86 LF - 18" HDPE I @1.00%� _ I I mI I I I�I III I I II I I I I I •• � •• �t I III I II N I I I IIIII.�I I I � .II ST-202 I I 7 LF - 15" HDPE @ 1.00% I 946 I I IE:9374651N I I I I IE:939.26 E I I I I I IE:937.15 S I I a II I I I I I I I ® DT-1 I I I I I 11 I I IE:939.33 W I a I 38 LF - 24" HDPE I rn / III I I , @ 1.00% I I I I I I + I ST-201 CID I I I I I I I I I RE:944.10 IE:936.77 N 13 IIII I I I I I I I I 1 i ® IE:936.77 SE 46 LF - 24" HDPE I I I I I I I I I 1.00%- � -- -- -- -- 9N5 -- 946 - - 9. �� 05 3080 ST-200 i \ \, OUTSIDE DROP �---`�--- -S- ---� ---- �--- �/ RE:943.49 \ \ IE:936.32 NW PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36 �Lfl 28 LF - 18" HDPE- @ 1.00% -----26LF-24"HDPE LO RD-1 IE:941.36 S \ I I J v rn ST-100 947 7`-�RE:946.27 co - IE:932.64 E 219 LF - 18" HDPE IE:941.08 N IE:932.14 S @ 1.10% C a rn � I I I I 259 LF - 18" HDPE @ 1.10% I I I / I I � � N GRADING LIMITS YP.) 1 I I ST-102 RE:944.66 IE:935.70 N IE:935.70 SW COM - 60LF-18"HDPE / @ 1.10% ST-101 RE:946.22� IE:935.03 NE IE:935.03 �o --- ----- ----- ------ - - - P� - - - P. 916` GRADING LIMITS (TYP.) -6��1 /g rn T IN 9aa o EX-STUB-1 \ \ --�--- -�---� IE:931.85N \� \ IE:931.85 S -fI--------- T----------------t--I------� \ I \\ 1 \ LEGEND PROPERTY LINE QD PROPOSED STORM MANHOLE (SOLID CASTING) OPROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED SANITARY SEWER STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. m W Q 0 U) z O U) W OI z z U Lo z z � J Q 0 U a � O 0 z 0 0 � O Q LO w 5 (0J W U) 2 Oz Z H w Oz � w 2 m Y (n o � WNW w O � *k J U m � p U o LLJ O N O o N Q (O _ Y N Q o� N O W 0}0 omo W z LD z 3 m W Y U U) 0 0 U 'I LU W Z Lj I U a Q J J zl O W I F I cn GRAPHIC SCALE IN FEET 0 15 30 60 Know what's beIow. Call before you dig. zl Z ia J J a 00 V♦ D a W Z 0 ow GC Z WW2 < a j W O LL = a J 06 i cl) J o O cj) > LU Q z as Q W SHEET NUMBER C501 I� 3 950.37 • � ----- I �fly s GA 155TH ST. W. �0 9�===___� ________________--------== © - P7 I — — — — — — — — — — — — — — — -- — — — — — — — — — — �"S' Gas — (7 A — —1 — L - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - -- > I I GRADING LIMITS (TYP.) i 3 II i I S I GAS GA GAS 3 I 3- I --A I I � I 3 I i 3 3 3 s � i i i 3 ' \I3 ` i I\ I I I� I� I EXISTING 5' D&U EASEMENT I� I� I I� I I 7 V \ L -mQ4" STUB GAS —GAS — GAS EXISTING MAGELLAN GAS PIPELINE PROPOSED PAl �# ±51,000SF f'so C C 13 ��. 13 �,• PROPOSED 5' D&U EASEMENT 8x6 TEE — —HYDRANT — 6" GATE VALVE 8" GATE VALVE GAS - GAS — EXISTING MAGELLAN GAS PIPELINE EASEMENT GRADING LIMITS (TYP.) HYDRANT COVERAGE RADIUS (TYP.) 8" STUB/PLUG GAS GAS GAS GAS SERVICE HYDRANT COVERAGE RADIUS (TYP.) f PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36 TELECOMM SERVICE ELECTRIC SERVICE 2" DOM. WATER SERVICE 6" FIRE WATER SERVICE SS-105- BLDG SERVICE IE:939.60 S 16 LF - 6" PVC- @ 2.00% SS-104 Com C CONNECT TO 8" GATE VALVE GREASE TRAP I ;7 2" CORP. STOP I RE:940.09 _ CONNECT COMM IN ENGLISH AVE. CONTRACTOR TO IE:939.36 E 6" GATE VALVE COORDINATE AND VERIFY WITH FRANCHISE UTILITY Q COMPANIES ON EXACT LOCATION PROPOSED GREASE TRAP. REF. I I I PLANS BY OTHERS FOR DETAILS / PROPOSED 5' D&U EASEMENT — I I -- — — 0 ---- P -� J TT 0 GAS - - - ---.�2:1424� - GAS GAS 1 1 - - - - - - - - - - - - - - - - - - - - - 11 I 1II GAS GAS EXISTING 30' D&U EASEMENT GAS CONNECT GAS IN ENGLISH AVE. CONTRACTOR TO - COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION GAS GAS GAS GAS I�GJS- I I I I I I 12x6 TEE 6" GATE VALVE CONNECT TO EXISTING 12" WATER STUB WITH 12x8 REDUCER 8" 45° BEND — — PROPOSED 20' D&U EASEMENT HYDRANT � I 14.6 SS-100 I, SSWR MH _ I OUTSIDE DROP RE:945.52 IE:934.85 SW IE:925.02 E 8" WATERMAIN GRADING I I ITS (TYP.) � I I I _ I I 176 LF - 8" PVC @ 2.00% 0 SPLIT DOM. AND FIRE WATER SERVICE I I I I — I 2" DOM. WATER SERVICE 6" FIRE WATER SERVICE 8x6 TEEI I I 6" 45°BEND ,��I I I I I I r- I --I I I \ 8" WATERMAIN \ I — --— I \ 8" 45° BEND .85 \ \ \ \ 4 LF - 8" PVC SS-102 CONNECT POWER IN ENGLISH AVE. CONTRACTOR _ @ 2.00% SSWR MH TO COORDINATE AND VERIFY WITH FRANCHISE GRADING LIMITS (TYP.) RE:945.91 UTILITY COMPANIES ON EXACT LOCATION \ \ SS-103 IE:938.37 W \ \ \ 8"x6"WYE IE:938.37 NE \ W/ CLEANOUT — — — RE:946.69 \ 46 LF - 8" PVC \ \ \ \ IE:939.28 W \ @ 2.00% \ \ \ \ \ IE:939.28 N \ \ PROPOSED TRANSFORMER \ \ IE:939.28 E \ \ \ \ \ \ \ \ 1 1 LEGEND EXISTING PROPOSED w w ►1 GATE VALVE 0 HYDRANT Q , REDUCER pl, TEE SO O SANITARY SEWER MANHOLE co SANITARY CLEANOUT WATERMAIN Z D SANITARY SEWER 0 STORM SEWER > w POW— PO*— UNDERGROUND ELECTRIC 12� COM COM TELEPHONE GAS GAS GAS MAIN UTILITY PLAN NOTES 1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. O Z 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 �f3 SANITARY SEWER FITTINGS SHALL BE: `n PVC: ASTM D-2729, D-3034 z z PVC SCH40: ASTM D-2665, F-2794, F-1866 LU 5. WATER MAIN PIPE SHALL BE: U a ti p PVC: ASTM D-1785, D-2241, AWWA C-900 O H °? P DUCTILE IRON: AWWA C-150 U U) v z WATER MAIN FITTINGS SHALL BE: 0 0 O PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 r z w } DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 Q � w J 5. STORM SEWER PIPE SHALL BE: p vf U)z Y RCP: ASTM C-76 w HDPE: ASTM F-714, F-894 i j � w PVC: ASTM D-2729 _j I_- PVC SCH40: ASTM D-1785, D-2665, F-794 Y DRAIN TILE SHALL BE: H PE: ASTM F-6667 N � PVC: ASTM D-2729 w STORM SEWER FITTINGS SHALL BE: m RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 4�Z 7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9. FOR WATER LINES AND STUB -OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. II. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES [�[J`� AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON J EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL 2i *k m JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH U p VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) ~ Q (CLASS 50). I C)w N 12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH Q rn co AND TERMINATED PER THE DETAILS. co 0 _ p o w z o LU 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO U PLACING BACKFILL. � U 14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING J UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. Z 20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE J PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. W Q J 22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR Q = 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEEPZ Q U ♦�♦ IN WIDTH, CENTERED ON THE PIPE. 0 ^ O W O O V LU 23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. a. 24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. Z W BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE O Q W Q USED IN ACCORDANCE WITH LOCAL CODES. U Q Z 0-Z 11 25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE 0 = J j v REQUIREM TS. LL ` d W Oco Q NORTH J z Q OGRAPHIIC SCAOLE IN FEETGO Know what's below. w SHEET NUMBER Call before you dig. C600 Q O M Lo N O N CD L 0 z Q J a_ W W U U) z Q i J N 4) L W C C6 n r) U c W 0 co N U) U m n m U O ry Q W J >I H Y GRAPHIC SCALE IN FEET 0 15 30 60 11111111 ---- W- ..-,/ i Know what's b@IOW. Call before you dig. ----- ---- I A AIM0fNA I7C I Cl�CAIn ------ - - - - - - - - - - - - O O/Z M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -PW---- PWRR EDGER (TYP.) STEEL EDGER (TYP.) ♦� �` APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) III\\\���\ SEED/ SOD EDGE (TYP.) 0 0 0 ROCK MULCH (TYP.) LANDSCAPE KEYNOTES O O EDGER (TYP.) O DOUBLE SHREDDED HARDWOOD MULCH (TYP.) OC ROCK MULCH (TYP.) O SOD (TYP.) O MAINTENANCE STRIP (TYP.) O ANNUALS BY OWNER (TYP.) OG BOULDER (TYP.) I ANn.o('.APF .l IMMARY KLUUIKEU LANUbUANE UU51 : $i231,bUU (2.b"/o UUNS I KUU I IUN) = $9,bUU,000 " U.U2b ESTIMATED LANDSCAPE COST: $XXX,XXX (X.XX% CONSTRUCTION) REQUIRED PARKING LOT LANDSCAPE: 2,160 S.F. (2% PARKING LOT) = 107,990 S.F. * 0.02 PROVIDED PARKING LOT LANDSCAPE: 5,870 S.F. / 5.4% REQUIRED PARKING LOT TREES: 15 TREES = 2,160 S.F. / 150 S.F. PROVIDED PARKING LOT TREES: 20 TREES REQUIRED SCREENING: AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING SHALL BE SCREENED FROM ALL PUBLIC STREETS AND ADJOINING PROPERTIES. PROVIDED SCREENING: SCREENING SHOWN AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING AREAS PLANT KEY m SYMBOL COMMON NAME BOTANICAL NAME CONIFEROUS TREE LU Q + EASTERN RED CEDAR JUNIPERUS VIRGINIANA 0 + WHITE PINE PINUS STROBUS ORNAMENTAL TREE L7 Z AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' 0 co W • QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREE • AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE' /1711 BURR OAK QUERCUS MACROCARPA Z • AMERICAN SENTRY® LINDEN TILIA AMER ICANA'MCKSENTRY' O SKINNY GENES® OAK QUERCUS X BIMUNDORUM'JFS-KW2QX' z U LO Z Z NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS W J Q Q O m O • SKYLINE HONEY LOCUST GLEDITSIATRIACANTHOS INERMIS'SKYLINE' U co Z Q o O } SHRUBS Z ? ( W J O11 GARDEN GLOW' DOGWOOD CORNUS HESSEI'UMN970507' O U Z y = W 0 LU d LITTLE DEVILT DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS'DONNA MAY' J 2i Un - + > TRAUTMAN JUNIPER JUNIPERUS CHINENSIS'TRAUTMAN' - N Un O =) V+ DARK GREEN SPREADER YEW TAXUS X MEDIA'DARK GREEN SPREADER' N W t` CONIFEROUS SHRUBS + } MEDORAJUNIPER JUNIPERUSSCOPULORUM'MEDORA' Nam/, ¢�+�3 MANEYJUNIPER JUNIPERUSCHINENSIS'MANEYI' + TECHNY ARBORVITAE THUJA OCCIDENTALIS'TECHNY' \a1n✓,'- +� MUGO WHITE BUD PINE PINUS MUGO'WHITE BUD' DECIDUOUS SHRUBS • 7• i GREEN VELVET BOXWOOD BUXUS X'GREEN VELVET' O DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA GRO-LOW FRAGRANT SUMAC RHUS AROMATICA'GRO-LOW' `' SEM FALSESPIREA SORBARIA SORBIFOLIA 'SEM' ' �I�I • INVINCIBELLEO WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS'NCHA5' O O DWARF BLUE ARCTIC WILLOW SALIX PURPUREA'NANA' Z _ 0 LL U LL U ORNAMENTAL GRASSES U o W N = - M GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA'AUREOLA' Q p CD W ON Un U) O KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA CV Q 0-) Q m ❑ > co m = p z z w 0 U j • FLAME GRASS MISCANTHUS X'PURPURASCENS'LU 7-v�'' cUn ❑ � U z j RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' JU UGC PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS /n`n'o\cc j • I SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA'SKYRACER' 0. SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS'SILBERFEDER' Uj PERENNIALS • < MILLENIUM ORNAMENTAL ONION ALLIUM X'MILLENIUM' • WOOD'S BLUE ASTER ASTER DUMOSUS'WOOD'S BLUE' • �' WOOD'S BLUE ASTER ASTER DUMOSUS'WOOD'S BLUE' E • 3 MONTROSE WHITE CALAMINT CALAMINTHA NEPETA'MONTROSE WHITE' Q ONARROW LEAF BLUE STAR AMSONIA HUBRICHTII Z BLUE MOUSE EARS HOSTA HOSTA X'BLUE MOUSE EARS' Q j t J WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' Z PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA � • RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA O RUBY STAR CONEFLOWER ECHINACEA PURPUREA'RUBINSTERN' z W V J Q a PERENNIALS AUTUMN JOY SEDUM SEDUM X'AUTUMN JOY 0 0 0 Q V ^J LL O W LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA'LITTLE HENRY' elfli z Q '^ V♦ � LU ') �/ KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 0 Z � Q(L W ' w V BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM'MINNBLUEA' O = J W LU a J PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS LL. V w -j 0 777 —77 —771 HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' z O U) cj) SEED MIXES / SOD Q LU a RESIDENTIAL TURFGRASS SEED MIX (MNDOT) RESIDENTIAL TURFGRASS Z d a SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX � SHEET NUMBER KENTUCKY BLUEGRASS POA PRATENSIS a- L 100 a N O M L N 0 N C L co W LL 0 z Q a_ W a_ U 0 z J J W Vl c ca 0 U c D U) N 0 M N U) a� U (B U O w 0 J I F- 111110111 1011111111I 111111111 MIN momom Immomi soi j 7 (D < X 1 ° I 1 17 �1 <I LANDSCAPE LEGEND LANDSCAPE KEYNOTES O co 1 o I I O EDGER (TYP.) 1 EDGER (TYP.) , 1 \JLI-1 O DOUBLE SHREDDED HARDWOOD MULCH (TYP.) E / STEEL EDGER (TYP.) o (DROCK MULCH (TYP.) I � TI 1 �10 NJ,* APPROXIMATE LIMITS OF SEEDING/ SEEDING z 00 ALL DISTURBED AREAS (TYP.) Op SOD (TYP.) I I O 1 III\\\��\\\\\\\IIIIIII////j SEED/ SOD EDGE (TYP.) w O MAINTENANCE STRIP (TYP.) 1 DnrV RAI ii ru iTVD OF ANNUALS BY OWNER (TYP.)cu 1 s 1 O BOULDER (TYP.) 1 co 1 1 N I I I z I I PLANT KEY 1 ° V 01 1 SYMBOL COMMON NAME BOTANICAL NAME SYMBOL COMMON NAME BOTANICAL NAME J� ' PERENNIALS 1 + Y I I SHRUBS 1Lo I O GARDEN GLOWTm DOGWOOD CORNUS HESSEI 'UMN970507' MILLENIUM ORNAMENTAL ONION ALLIUM X 'MILLENIUM' z z _0 1 I wJ O 1 ° • WOOD'S BLUE ASTER ASTER DUMOSUS'WOOD'S BLUE' a 0 m O LITTLE DEVILTm DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS'DONNA MAY' ' I 0 m O a 0/ o c z -01 Q m WOOD'S BLUE ASTER ASTER DUMOSUS'WOOD'S BLUE' I o o Q o + } TRAUTMAN JUNIPER JUNIPERUS CHINENSIS'TRAUTMAN' z w o •� Q w m `I 1 GG6 z :� z 5 J + DARK GREEN SPREADER YEW TAXUS X MEDIA'DARKGREEN SPREADER' MONTROSE WHITE CALAMINT CALAMINTHA NEPETA MONTROSE WHITE' I o w o Y •3 O } w = >� 7 1 I anon I w Q Q N 21 ' CONIFEROUS SHRUBS cNARROW LEAF BLUE STAR AMSONIA HUBRICHTII 2i U Y U) N U) ' syva O � 01 + MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' w O BLUE MOUSE EARS HOSTA HOSTAX'BLUE MOUSE EARS' I I r �1 1 % � a) + MANEY JUNIPER JUNIPERUS CHIN 'MANEYI' E j WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' 0 6 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' O PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA c I o (D v, c 1 I = + Q MUG@ WHITE BUD PINE PINUS MUG@ WHITE BUD • RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA — a) 1 1 DECIDUOUS SHRUBS RUBY STAR CONEFLOWER ECHINACEA PURPUREA'RUBINSTERN' L O � ' GREEN VELVET BOXWOOD BUXUS X'GREEN VELVET' I O O 1 1 01 PERENNIALS 1 O O DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA x x x x, x, a) AUTUMN JOY SEDUM SEDUM X •AUTUMN JOY' 4`[`// / 4 _ GRO-LOW FRAGRANT SUMAC RHUS AROMATICA'GRO-LOW 1 I � 1 O LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA'LITTLE HENRY' Q— CL 1 Se 1 'CL O SEM FALSESPIREA SORBARIA SORBIFOLIA 'SEM O \ ' 00 0 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA •KARL FOERSTER• I I X X X O X X X U ' INVINCIBELLEO WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' O 1 I o w o U) BLUE HEAVEN@ LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' O o � U) } N Q °' Q m m a N w w 0 1 I a 0 m o a I DWARF BLUE ARCTIC WILLOW SALIX PURPUREA'NANA' < Y � y 1 ' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS + c < o o Lu 1 1 cu aa) ORNAMENTAL GRASSES "" HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' o ii��, + E- GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA'AUREOLA' °an CL EE 1 ' SEED MIXES /SOD uj z CL O KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA RESIDENTIAL TURFGRASS SEED MIX (MNDOT) RESIDENTIAL TURFGRASS I I auj �, • FLAME GRASS MISCANTHUS X'PURPURASCENS' O O 00/ 00 SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX �1 1 I v w RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' a I O . . . KENTUCKY BLUEGRASS POA PRATENSIS �WW� 1 I � cn 0 aS1 I Gc PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS I_ Q J o • J SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA'SKYRACER' 1 I J 1=1 1 1 I W G SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS'SILBERFEDER' 1 I • 1 Q a z �1 AA O CL �1 Q — U) J V V cn LL _0 a o W c � z Lu L co 4 0 W Q CLI `O� Q Z a Z �I—�� 06 Lu I J Fol o z c) > 01_ O Z d Q LANDSCAPE ENLARGEMENT o SHEET NUMBER � SCALE: 1"=10' o s ioam L101 Q N O cYi N 0 N C L IL 0 z Q a_ w a_ U 0 z J J 0 U c a) 0 M a� U) U (B U O Q W 0 J I F- V U C U1 ' U ' 0 m Q a ' m L O ' T _o E ' Y 0 0 3 'm m _I co U C m cn U ' 0 Q a 'm E 0 a) E ' Y T C ' 0 .7� 0a m m a C ' m 0 m N ' 0 c ' m C L ' 7 c E E U O D ' m C ' 0 U C m ' a! 0 a -C c ' m 0 U' U) a) m I a a 3 I U 'L L 0 c ' U ' C m a) C1 0 a m a UI w U a) aI o T 01 a) �1.D 2-1 UI NI 0 t= E1 m m a) _I a IDI ID a 0I I� c m En a U 0 a) 0) 0 E 0 U 0 U) LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) 010 I♦+ APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) IIII\\O,IIIIII/j SEED/ SOD EDGE (TYP.) Dnf-V RAI II (`W /TVD LANDSCAPE KEYNOTES O O EDGER (TYP.) O DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ' O ROCK MULCH (TYP.) D SOD (TYP.) O MAINTENANCE STRIP (TYP.) O ANNUALS BY OWNER (TYP.) O BOULDER (TYP.) 1 1 i + F IF F F + �I + F IF \ + F I < < IF + F LANDSCAPE ENLARGEMENT SCALE: 1 "=10' 0 PLANT KEY SYMBOL COMMON NAME BOTANICAL NAME SYMBOL COMMON NAME BOTANICAL NAME • GARDEN GLOWTm DOGWOOD j • LITTLE DEVILTm DWARF NINEBARK + TRAUTMAN JUNIPER + DARK GREEN SPREADER YEW '0annn°c CONIFEROUS SHRUBS + MEDORA JUNIPER + MANEY JUNIPER + j TECHNY ARBORVITAE + = MUGO WHITE BUD PINE DECIDUOUS SHRUBS GREEN VELVET BOXWOOD O DWARF BUSH HONEYSUCKLE GRO-LOW FRAGRANT SUMAC (_ _) SEM FALSESPIREA OINVINCIBELLE® WEE WHITE HYDRANGEA • DWARF BLUE ARCTIC WILLOW ORNAMENTAL GRASSES G�I ln�s GOLDEN JAPANESE FOREST GRASS uVVV OKOREAN FEATHER REED GRASS j FLAME GRASS RED OCTOBER BIG BLUESTEM +�UU+ G PRAIRIE DROPSEED • J SKYRACER MOOR GRASS JJV�VLG • SILVER FEATHER MISCANTHUS GRASS CORNUS HESSEI 'UMN970507' PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' JUNIPERUS CHINENSIS'TRAUTMAN' TAXUS X MEDIA'DARK GREEN SPREADER' JUNIPERUS SCOPULORUM WEDORA' JUNIPERUS CHIN ENSIS 'MANEYI' THUJA OCCIDENTALIS'TECHNY' PINUS MUGO WHITE BUD BUXUS X'GREEN VELVET' DIERVILLA LONICERA RHUS AROMATICA 'GRO-LOW SORBARIA SORBIFOLIA 'SEM' HYDRANGEA ARBORESCENS'NCHA5' SALIX PURPUREA'NANA' HAKONECHLOA MACRA'AUREOLA' CALAMAGROSTIS BRACHYTRICHA MISCANTHUS X'PURPURASCENS' ANDROPOGON GERARDII 'RED OCTOBER' SPOROBOLUS HETEROLEPIS MOLINIA CAERULEA ARUNDINACEA'SKYRACER' MISCANTHUS SINENSIS'SILBERFEDER' 1 1 1 1 1 MILLENIUM ORNAMENTAL ONION WOOD'S BLUE ASTER • WOOD'S BLUE ASTER • MONTROSE WHITE CALAMINT ( j NARROW LEAF BLUE STAR BLUE MOUSE EARS HOSTA ( j WALKER'S LOW CATMINT PRAIRIE BLAZING STAR RUSSIAN SAGE RUBY STAR CONEFLOWER PERENNIALS xl AUTUMN JOY SEDUM LITTLE HENRY CONEFLOWER KARL FOERSTER FEATHER REED GRASS BLUE HEAVEN® LITTLE BLUESTEM PRAIRIE DROPSEED HEAVY METAL SWITCH GRASS SEED MIXES / SOD ALLIUM X 'MILLENIUM' ASTER DUMOSUS'WOOD'S BLUE' ASTER DUMOSUS'WOOD'S BLUE' CALAMINTHA NEPETA'MONTROSE WHITE' AMSONIA HUBRICHTII HOSTAX'BLUE MOUSE EARS' NEPETA X FAASSENII 'WALKER'S LOW' LIATRIS PYCNOSTACHYA PEROVSKIA ATRIPLICIFOLIA ECHINACEA PURPUREA'RUBINSTERN' SEDUM X AUTUMN JOY RUDBECKIA SUBTOMENTOSA'LITTLE HENRY' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' SPOROBOLUS HETEROLEPIS PANICUM VIRGATUM 'HEAVY METAL' RESIDENTIAL TURFGRASS SEED MIX (MNDOT) RESIDENTIAL TURFGRASS � SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX W w KENTUCKY BLUEGRASS POA PRATENSIS + II + II + II + II + O I z U z z Lo z Ui J Q Q � o � � o cn z U) U) o Q o 0 Q J � U) ui O �-: z0 Y w J � a J � � U) Y � o cn � N w z CLJ O u) OO N Q CO _ N � N Q O-) o� N O 0 = U) Q w X X m 0 w Z X X m z X X m o w Y cn O O U H W Z aw a� �W o� a.i J Z W zi 2 z CW J J Q Q o J V � V a ° � W z O �Z W w Qa(' Z I.I.I � >- >- Lu z oLu > � J a a o s io A SHEET NUMBER L102 Q N O co i N 0 N C L co L>L 0 z Q a_ W W U U) z Q J c ca n r) U c Q) 0 M a� c U) U m n m U O ry W J I U I- V LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) +� �+ APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) Dnr'V RAI II rW ITVD 1 LANDSCAPE KEYNOTES O O EDGER (TYP.) O DOUBLE SHREDDED HARDWOOD MULCH (TYP.) O ROCK MULCH (TYP.) O SOD (TYP.) O MAINTENANCE STRIP (TYP.) O ANNUALS BY OWNER (TYP.) GO BOULDER (TYP.) (-'LAIN I rxt Y SYMBOL COMMON NAME SHRUBS GARDEN GLOWTm DOGWOOD • LITTLE DEVILTm DWARF NINEBARK TRAUTMAN JUNIPER JVVVVGUVG�G + DARK GREEN SPREADER YEW 'annn°c CONIFEROUS SHRUBS MEDORA JUNIPER + MANEY JUNIPER + j TECHNY ARBORVITAE + = MUGO WHITE BUD PINE DECIDUOUS SHRUBS GREEN VELVET BOXWOOD O DWARF BUSH HONEYSUCKLE GRO-LOW FRAGRANT SUMAC SEM FALSESPIREA • INVINCIBELLEO WEE WHITE HYDRANGEA • DWARF BLUE ARCTIC WILLOW ORNAMENTAL GRASSES GOLDEN JAPANESE FOREST GRASS CKOREAN FEATHER REED GRASS • FLAME GRASS RED OCTOBER BIG BLUESTEM • PRAIRIE DROPSEED 1_ _) SKYRACER MOOR GRASS U�L.c JJ�v • SILVER FEATHER MISCANTHUS GRASS °occ BOTANICAL NAME CORNUS HESSEI 'UMN970507' PHYSOCARPUS OPULIFOLIUS'DONNA MAY' JUNIPERUS CHINENSIS'TRAUTMAN' TAXUS X MEDIA'DARK GREEN SPREADER' JUNIPERUS SCOPULORUM 'MEDORA' JUNIPERUS CHIN ENSIS 'MANEYI' THUJA OCCIDENTALIS 'TECHNY' PINUS MUG@ WHITE BUD' BUXUS X 'GREEN VELVET' DIERVILLA LONICERA RHUS AROMATICA-GRO-LOW- SORBARIA SORBIFOLIA 'SEM' HYDRANGEA ARBORESCENS 'NCHA5' SALIX PURPUREA'NANA' HAKONECHLOA MACRA'AUREOLA' CALAMAGROSTIS BRACHYTRICHA MISCANTHUS X'PURPURASCENS' ANDROPOGON GERARDII 'RED OCTOBER' SPOROBOLUS HETEROLEPIS MOLINIA CAERULEA ARUNDINACEA'SKYRACER' MISCANTHUS SINENSIS'SILBERFEDER' SYMBOL COMMON NAME • MILLENIUM ORNAMENTAL ONION WOOD'S BLUE ASTER WOOD'S BLUE ASTER MONTROSE WHITE CALAMINT ONARROW LEAF BLUE STAR BLUE MOUSE EARS HOSTA WALKER'S LOW CATMINT PRAIRIE BLAZING STAR RUSSIAN SAGE � RUBY STAR CONEFLOWER BOTANICAL NAME ALLIUM X-MILLENIUM- ASTER DUMOSUS 'WOOD'S BLUE' ASTER DUMOSUS 'WOOD'S BLUE' CALAMINTHA NEPETA WONTROSE WHITE' AMSONIA HUBRICHTII HOSTA X'BLUE MOUSE EARS' NEPETA X FAASSENII 'WALKER'S LOW' LIATRIS PYCNOSTACHYA PEROVSKIA ATRIPLICIFOLIA ECHINACEA PURPUREA'RUBINSTERN' AUTUMN JOY SEDUM SEDUM X -AUTUMN JOY' LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA'LITTLE HENRY' KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' BLUE HEAVEN@ LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' SEED MIXES / SOD RESIDENTIAL TURFGRASS SEED MIX (MNDOT) RESIDENTIAL TURFGRASS SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX KENTUCKY BLUEGRASS POA PRATENSIS of z c U Z z Lo Z _ 2 LLJ J Q Q (n O Z U) Q o Of O Q W Q� U) W J �_ O � W Z Y w � a J � U) Y v o � N O N cn r W r co o A z W O 0 O N Q CO _ Y N � ON Q 0-)Q N CDW 0 cn J X X m W Z c7 X X m Z 3: X X m W Y U � o 0 U H W Z aw a� �W o� aj J Z W z 2 z CW J Q J Q o J V � V Z) a O O W z co O � W Z Lu a W Q W z Lu cl) z O cl) > � W J z_ Q W SHEET NUMBER a-1 L103 CL N 0 N 0 N C L M L a� LL C� 0 z Q J n w n U 0 z J _I a> U) c M 0- 0 U c U) a� 0 M U) U (B n cu U O ry w 0 J I U Y PLANT SCHEDULE SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. ORNAMENTAL GRASSES � CONIFEROUS TREE -u. HAK 48 GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA'AUREOLA' #1 CONT. 16" O.C. + ERC 3 EASTERN RED CEDAR JUNIPERUS VIRGINIANA B & B 6' HT. O KOR 82 KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA #1 CONT. 15 O.C. xMIS 6 FLAME GRASS MISCANTHUS X'PURPURASCENS' #1 CONT. 3' O.C. + WHP 2 WHITE PINE PINUS STROBUS B & B 8' HT. Qla OCT 8 RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' #1 CONT. 2' O.C. J��UU�G ORNAMENTAL TREE PDS 24 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT. 18" O.C. .: ALS 1 AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA AUTUMN BRILLANCE' B & B • SKY 19 SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA'SKYRACER' #1 CONT. 18" O.C. SLV 17 SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS'SILBERFEDER' #1 CONT. 2.5' O.C. • QUA 18 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. OVERSTORY TREE • ABM 8 AUTUMN BLAZE MAPLE ACER X FREEMANII AUTUMN BLAZE' B & B 2.5" CAL. e'?A BUR 1 BURR OAK QUERCUS MACROCARPA 6' HT. 2.5" CAL. • LIN 16 AMERICAN SENTRY® LINDEN TILIA AMERICANA'MCKSENTRY' B & B 2.5" CAL. • OAK 14 SKINNY GENES® OAK QUERCUS X BIMUNDORUM 'JFS-KW2QX' #20 CONT. /r,71\ QUE 3 NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS B & B 2.5" CAL. • SHL 7 SKYLINE HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS'SKYLINE' B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SHR�UB�S l J GLO 7 GARDEN GLOWTm DOGWOOD CORNUS HESSEI 'UMN970507' #5 CONT. 4' O.C. LDN 5 LITTLE DEVILTm DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' #2 CONT. 3' O.C. + } TRT 10 TRAUTMAN JUNIPER JUNIPERUS CHINENSIS'TRAUTMAN' B&B 6' HT VVVVLLVV,VG�L + YEW 6 DARK GREEN SPREADER YEW TAXUS X MEDIA'DARK GREEN SPREADER' #2 CONT. 4' O.C. 'annnoc CONIFEROUS SHRUBS MDR 38 MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' B&B 6' HT MNY 36 MANEY JUNIPER JUNIPERUS CHINENSIS'MANEYI' #5 CONT. 5' O.C. + TCH 22 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' B&B 6' HT + = WBM 9 MUGO WHITE BUD PINE PINUS MUGO 'WHITE BUD' #5 CONT. 3' O.C. DECIDUOUS SHRUBS BUX GRV 5 GREEN VELVET BOXWOOD BUXUS X'GREEN VELVET' #5 CONT. 2.5' O.C. DBH 16 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT. 3' O.C. GLS 6 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW' #5 CONT. 4' O.C. SEM 6 SEM FALSESPIREA SORBARIA SORBIFOLIA 'SEM' #5 CONT. 3' O.C. OWEE 21 INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' #2 CONT. 2.5' O.C. OWIL 122 DWARF BLUE ARCTIC WILLOW SALIX PURPUREA'NANA' #2 CONT. 4' O.C. ��• ALL 23 MILLENIUM ORNAMENTAL ONION AST 25 WOOD'S BLUE ASTER AST 18 WOOD'S BLUE ASTER CAL 12 MONTROSE WHITE CALAMINT OHBR 24 NARROW LEAF BLUE STAR HOS 42 BLUE MOUSE EARS HOSTA J NEP WAIL 27 WALKER'S LOW CATMINT PBS 3 PRAIRIE BLAZING STAR PRV 12 RUSSIAN SAGE ORBS 8 RUBY STAR CONEFLOWER SYMBOL CODE QTY COMMON NAME PERENNIALS x x x x x x x AJ 257 AUTUMN JOY SEDUM BE 28 LITTLE HENRY CONEFLOWER KF 261 KARL FOERSTER FEATHER REED GRASS LB 108 BLUE HEAVEN® LITTLE BLUESTEM PD 136 PRAIRIE DROPSEED SW 177 HEAVY METAL SWITCH GRASS SEED MIXES / SOD RT SAV ,�. SOD ALLIUM X'MILLENIUM' ASTER DUMOSUS 'WOOD'S BLUE' ASTER DUMOSUS 'WOOD'S BLUE' CALAMINTHA NEPETA WONTROSE WHITE' AMSONIA HUBRICHTII HOSTA X'BLUE MOUSE EARS' NEPETA X FAASSENII 'WALKER'S LOW' LIATRIS PYCNOSTACHYA PEROVSKIA ATRIPLICIFOLIA ECHINACEA PURPUREA'RUBINSTERN' BOTANICAL NAME SEDUM X AUTUMN JOY' RUDBECKIA SUBTOMENTOSA'LITTLE HENRY' CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' SPOROBOLUS HETEROLEPIS PANICUM VIRGATUM 'HEAVY METAL' 4,999 SF RESIDENTIAL TURFGRASS SEED MIX (MNDOT) RESIDENTIAL TURFGRASS 49,880 SF SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX 15,170 SF KENTUCKY BLUEGRASS POA PRATENSIS #1 CONT. 1.5' O.C. #1 CONT. 16" O.C. #1 CONT. 2' O.C. #1 CONT. 18" O.C. #1 CONT. 2' O.C. #1 CONT. loll O.C. #1 CONT. 18" O.C. #1 CONT 12" HT 12" SPR 18" O.C. 6 PK 24" O.C. #1 CONT. 1.5 O.C. #1 CONT 18" O.C. #1 CONT. 20" O.C. #1 CONT 24" O.C. #1 CONT. 18" O.C. #1 CONT 18" O.C. #1 CONT. 18" O.C. SEED SEED aeo U) z O U) w 0I z z U LO z z Q ¢ 0 a UO � rn 0 U) cn z 0 0 � O Lu Q LO w J w U) z 2 o W o ei Y (n o � N w W r 0 z x x x LLJ O O o N Q (O _ Y N N Q N O ox Cn Q W m W z x coW z x m Y w Q U)Q U) 0 0 U W W aj aD Up cl) W a = Z V a �, J zl 2 z CW J Q J Q J V a ° W 2 z o 0 GCZ W w aZC7 W Q W V >_ W i J 1 � W J Q z a Q LL1 SHEET NUMBER 0� L104 LANDSCAPE NOTES PLANTING w 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL Q UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 0 0- N O co Lo N O N 00 cB N LL C� 0 U) J H W 0 W U U) t] Z Q J (D U) c t] Q U c U) N 0 co N U) U (B n U O ry W J I U Y P L� AS TREE PLANTING DETAIL SCALE: N.T.S. 3/16" X 5" STEEL ED"r" TURF/SC 12" STEEL EDGER SPIK 3 SECTION STEEL EDGER DETAIL SCALE: N.T.S. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. NOTES: 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. E SHREDDED HARDWOOD MULCH PLAN TURF/SOD L101 L101 2 ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED I PLANTING BED AND tJAUKI-ILL SOIL (THOROUGHLY LOOSENED) 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S. L101 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY W BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. z O 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF > THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. w REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. I 0� 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO o LESS THAN 5:3. z 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. z z U) 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF L NECESSARY; TEMPORARY ONLY. g Q 2i UO rn O 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF U) c z THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT < o O COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. Q L } w � U) L 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART z0 w zp y PEAT POTS. � w 0 a 13. PRUNE PLANTS AS NECESSARY PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR -mmmmm"2iU Y U) BRANCHING OF EXISTING AND PROPOSED TREES. no v �:: N (n E O =) 14. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1 ST. w rl- 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 0 SOIL y 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL 41�Z- BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND 4Q ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO �Z_ BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE -FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, BUFF LIMESTONE, RIVER ROCK, 1 112" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PRE -EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE -APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND z Q FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS 0 U U (WHERE APPLICABLE). w o N = o w o EDGER N ¢ � U) m m o m o 19. EDGING TO BE COMMERCIAL GRADE COL -MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR = - Co w ui z z Y BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND Y < w STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, o I 'Ifo U FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). uj SEED/SOD 0 20. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD cn MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE J RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. cn IRRIGATION Q 21. PROVIDE NEW SYSTEM TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY z ujinLANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN / FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, EPA WATERSENSE APPROVED CONTROLLER, AND PRESSURE -REGULATED HEADS. SHRUB / PERENNIAL BEDS TO USE DRIP IRRIGATION. PROVIDE TEMPORARY IRRIGATION TO NATIVE SEEDED AREAS ON SEPARATE ZONE FOR ESTABLISHMENT. Z ESTABLISHMENT 22. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR J IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. L,L♦I j v 23. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ♦�♦ V ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. U J o O U cn WARRANTY LL LLI 24. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. z W Lu ♦O^ v♦ W Q 25. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, 0 U Z a Z LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED D� T = J Lu J AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. O ILL � a O� >. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE 0 i � J J DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND 0 ; DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4" IN HEIGHT. WEED PLANTING BEDS AND W MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY Q a REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. Z_ d Q SHEET NUMBER W a- L105 12 M O M N CD N L L /LL V J w 0 Lu U 0 z J _J a� a� t U) C (6 0- 0 a L 0 M N U) Q) U (v c� U O g W J 0 Y U i C m USAV STANDARD VOLLEYBALL POST U W U)i Q 0 _0 NOTES: 1. CONTRACTOR TO SUBMIT SAMPLES OF E ALL MATERIALS A MINIMUM OF TWO o WEEKS PRIOR TO INSTALLATION FOR = OWNER / LANDSCAPE ARCHITECT 29'-6" a)REVIEW. E 59'-0" Y o z O U) m > Lu o a) in in U C 36'-0" o a 29'-6" Z C E O z Y Z Z o IL USAV STANDARD VOLLEYBALL NET 5 a ti o U W z o � co EDGE RESTRAINT Q g o s LIGHT BLUE VOLLEYBALL TAPE BOUNDARY MARKER, TYP. Q co5 co W } N o O F_ ZO Y � ui � USAV STANDARD VOLLEYBALL POST J Q� Y cn N O :) 7 N w O L t` O C N E 7 U O C REGULATION HEIGHT NET POST WITH CONCRETE FOOTING 6 OZ NON -WOVEN GEOTEXTILE 4q:- USAV STANDARD VOLLEYBALL COURT SAND EDGER TYP. FILTER FABRIC 2'-11" 2'-611 2'-611 �j� 3'-2%" COMPACTED AGGREGATE BASE T-6" iv/V/v� v 8" UNDERDRAIN, SEE CIVIL PLANS .,,, 10 DIA. 6 OZ NON -WOVEN GEOTEXTILE w,Aj��//�//� j��..%\//�//�//A//A//�//A//A//�//A// ijy'I'I��////A//A//�//A//�//�//A//�//�//A//�y � � �� �v�vv���i�vicevicevicevi�vicevi�i �y�y�vvi��ivviwiwiwiwiwiwiwiw%`��y FILTER FABRIC COMPACTED SUBGRADE ����iw�wv�wv'v�v�iv�w�`vvv,�w,w� COMPACTED AGGREGATE BASE�Z_ 8" UNDERDRAIN, SEE CIVIL PLANS L Q SAND VOLLEYBALL COURT COMPACTED SUBGRADE o SCALE: N.T.S. 0 L106 L o o C o rn U)< ❑ rn Q m m Q w m _ o wz z ui U Y U W w 2 'O cn U C in in O Q 7 Q U U Lu Q CONCRETE CURB - MIN 4" ABOVE TURF a (n Q J PERFORMX PRO SYNTHETIC TURF - 0 0 REFER SPECS Q VERSATILE �u) 0 2" GRAVEL FINES Z W U cn 4-6" CLEAR AGGREGATE BASE s- - c U J Q III III ICI �I� ��I I�� -III d°III III II � U Q Q J U V � Lu ON -WOVEN FILTER FABRIC COMPOSITE OR PRESSURE z 0 W W Q TREATED BOARD Q Z a Z_ OMPACTED SUBGRADE � = J J u- V a adW O a BOCCE BALL COURT O > o (5) SCALE: N.T.S. 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V O O N (L O c/cj) w ■ LLJ z O �Z LLI � W a(' Q Z 0 = � aW J 06 >. 0 z 0 � i/) J > � LU J Q z a a Know what's below. Call before you dig. � SHEET NUMBER EX-1 PDL FAMILY ENTERTAINMENT CENTER MAIN BUILDING GROSS SF: 461550 SF BATHROOM/ BAR OUTBUILDING: 1,280 SF TOTAL INTERIOR: 47,830 SF EXTERIOR: 51,150 SF � � IV 1V 4 \V \V . 41 %I, \V \V \V I � � I � � I I I � � I � � I � De I I I � I I I 5 I I � I � %41 \ v �v v 200' - 5" _\V \V •v \V _ \V 0, ir, A_�d I 0 o 21' - 3" 27' - 01 /2" a Lu H- w w Lu w 7'-2" 14'-1" U) c/) I 1151 '-4" �� 24'-4"I C D E F G H i ARCHITECTS 1 2 21111 CHAGRIN BLVD, SUITE 110 A3.01 A3.01 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW. RDLARCH ITECTS.COM 24'-8" 33'-1" 35'-10" 27'-6" 35'-0" 23'-8" 5'-4" 9'-4" 1 14'-0" 11 9'-4"1 5'-4" I I/ 32'- J ❑ 224' - 3" 14' - 0" 11' 4" 20' - 0" 63' - 4" %4/ %41 %41 I _�„ � i:. � - I �,�; I�II�I � it II = ■ � ���% ■ IIIII �i �:..� �.� ��. I■I I■I I■I I■I II .�. ■ �i� - II II TORAGE'A ENTRY r I1 , I RESTAURA T ARCADE o D 6' 0" r C113LILI I --6=fIC E ISL 13 BAR LOUNGE _ - co w I z O J OO uj o a ® `" ❑❑ ❑ I 1cFb 0 IC EF ED. STO STORE I o I � M. TLT. M PATIO ENTRY HALLWAY ❑ ° FRONT DESK 77v W. TLT. - COVE ED PATI J❑I BANQUET #1 -! o TA ITT C (T DT E F.P. I O "` AX THROW LOUNGE VIP LOUNGE KIDS ENTRY 6 W.I TLT.FIE�14Eli-TLT. I ICL.I I I ° I I I T-5 1 — — — — ❑1 FP) VOLLEYBALL COURT #9 ° ❑ ❑ ❑ ❑ ❑ CT-4 B GS COURTS (f 7-12) T-6 T-7 1' HIIIII I II II' F F F I � ��I IIII I ❑ I III I 0 I III' I ❑IIIII ❑IIIII ❑IIIII ❑IIIII ❑ I I'lIN l ili NI 3 . TL BANQUET #2 P E U PEI 11301 JL E I 11 I I 1 ® 1 MTG. R #2 MT I. #1 DIN Lu I � I ` BOCCE COURT #4 113 AV RACKS KITCHEN LE GM 0 S AUD EER I ❑ BOCCE COURT #3 CTOR� 1 SERVICE AISL ❑ BOCCE COURT #2 $ A3.03 _8 212' 4 3/8" ❑ ❑ ❑ ❑ ❑ ❑ BAG COU S (#1- ) ❑ ❑ ❑ ❑ ❑ ❑ ❑ BOCCE COURT #1 - I 5 6 A3.03 A3.03 0� �\ M Q Q \V NV NV � 1k � IV � � IV � � IV w 1-- � � 7 2 1 L � w .v — — w .v w w .t =_. — _ � � _ .v _ A3.03 — - — — A3.02 � � q, � TRASH/ RECYCLING ENCLOSURE LOCATION � / o -MIN. 126 SF OF RECYCLING AREA REQUIRED- w Q+ INDICATED BY GRAY HATCH R�111111�11111111�,_ FIlllll��bl!�1 ��I11�� 11�11 IIE!�t lulllllil III - I� �i i��il I• •i i •i � �I i� �u I��i I� �i u� �i1 I• :; L•i i• ■i I ■ai.■,.■.ii.■ �ii•■..■ai.■�•■■il.'■� ■.ii.■,,.■•ii�; it tt -,I ••I I f I ••I I h I I I, ■1.= �rrar•.a ICI I III O O o A3.01 v C'M 0 M 0 M o \11 1V %41 0 o j TRANSFORMER PROPERTY LINE; REFER TO CIVIL DRAWINGS FIRST FLOOR OVERALL 1/16" = 1'-0" PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED ISSUE ❑ SCHEMATIC DESIGN 12/09/2024 ❑ PLANNING MTG. 02/18/2025 OVERALL FLOOR PLAN 0' 2' 4' 8' 16' SCALE: 1/16" = 1'-0" Al mOO PDL ARCHITECTS t• COMPILED FINISH SAMPLES 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO44122 P:(216) 752-4300 WWW. RDLARCH ITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN DESIGN INTENT IMAGE • ` RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND .r �. - r •�] N Ne r ARRANGEMENTS REPRESENTED THEREBY ARE AND ti✓ 1 �`�.; �t , I'Y/ �, • SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO 6 I PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR „L to > Y ,�i sir .' -, „ • USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHETHAN THE SPECIFIC ROJECT FOR WHICH THEY RBEEN PDEVELOPED, t a. r HAVE PREPARED AND WITHOUT THE { ` s WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS -V LA SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN ? _ DIMENSIONS ON THESE DRAWINGS SHALL HAVE J PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB r'-;j • +p, c ' ! - SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY 1 -'i• r �r VARIATIONS FROM THE DIMENSIONS AND CONDITIONS .. SHOWN BY THESE DRAWINGS. MATTE BLACK 1 <+� � ©2024 ALL RIGHTS RESERVED ISSUE CORRUGATED METAL PANEL r _ COLOR SAMPLE }. •, Z\ SCHEMATIC DESIGN 12109/2024 •,' • � - . v y' z ; i - I 0 PLANNING MTG. 02/18/2025 a ` .. _ 9 1 • ; ow y 1 •- r _ ! .. .1%• _ _ CORRUGATED METAL PANEL, VERTICAL ORIENTATION Black Anodized NA .040/.063"/.080" ACM METAL PANEL AND STOREFRONT SYSTEM COLOR SAMPLE BELDEN BRICK CONCORD BLEND - MODULAR ARCHITECTURAL CMU VENEER- 210 RUSTSTONE PRESSURE TREATED WOOD FENCE. TREES / SHRUBBERY TO BE PROVIDED IN FRONT OF BOARDS EXTERIOR RENDERING SCALE: A100 EXTERIOR ELEVATIONS GENERAL NOTES: MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH -IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR MATERIAL TYPE LEGEND: 1A: BRICK VENEER minim, 111111111111111111 • 1 ' — . 111111111111111111 • - 111111111111111111 2: CORRUGATED METAL PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS ■ 4: ALUMINUM COMPOSITE PANEL ■ 6: METAL COPING 7: TINTED GLAZING IN STOREFRONT SYSTEM 12: GREEN TREATED WOOD FENCE PANELS MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1 B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK. MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 10 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK T H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 12 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS ELEVATION KEY NOTES # DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 6 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5"-3" DIA. 20722' HIGH POLES SPACED AT +/-25' O.C. in nH nG nF nE nD nc nB nA3 nA T.O. CORNER PARAPET 22' - 8" C ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ --------- ----------------------------------------- 2 A3.01 I T.O. ENTRY PORTAL 29' - 0" T.O. CORNER PARAPET _ 22' - 8" — T.O. PARAPET 21' - 4" ROOF PLAN 18'-0" FIRST FLOOR (947.36 0'-0" DEPRESSED BOWLING SLAB 4- 51/2" 61 61 T.O. ENTRY PORTAL 29'-0" PDL ARCHITECTS 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW. RDLARCH ITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND T.O. PARAPET SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO 21' - 4" PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT ROOF PLAN OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE 18' - 0" WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED FIRST FLOOR 947.36 0'-0" DEPRESSED BOWLING SLAB 4- 51/2" 2 NORTH ELEVATION 1/8" = 1'-0" ISSUE SCHEMATIC DESIGN 12/09/2024 PLANNING MTG. 02/18/2025 EXTERIOR ELEVATIONS 0' 2' 4' 8' 16' SCALE: As indicated OVERALL NORTH ELEVATION 1/16" = V-0" A3mOl in T.O. ENTRY 29'-0" n2 EXTERIOR ELEVATIONS GENERAL NOTES: MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH -IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR n4 MATERIAL TYPE LEGEND: 1A: BRICK VENEER minim, 111111111111111111 • 1 ' — . 111111111111111111 • - 111111111111111111 2: CORRUGATED METAL PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS ■ 4: ALUMINUM COMPOSITE PANEL ■ 6: METAL COPING n5 7: TINTED GLAZING IN STOREFRONT SYSTEM 12: GREEN TREATED WOOD FENCE PANELS MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1 B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK. MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 10 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK 7' H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 12 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS ELEVATION KEY NOTES # DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 6 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5"-3" DIA. 20722' HIGH POLES SPACED AT +/-25' O.C. VVES I ELEVA I IUN &11'= D2 SOUTH ELEVATION 1/8" = 1'-0" PDL ARCHITECTS 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW. RDLARCH ITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE -� SOCIAL —50 APPLE VALLEY, MN ❑1 ❑1 \ 6! RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED ISSUE n LJ SCHEMATIC DESIGN 12/09/2024 PLANNING MTG. 02/18/2025 EXTERIOR ELEVATIONS 0' 2' 4' 8' 16' SCALE: As indicated OVERALL SOUTH ELEVATION 1/16" = 1'-0" A3mO2 3'-0" Ir OPNG. A E 9 3 FIRST FLOOR (97.36) 0'-0" NORTH ELEVATION - TRASH ENCLOSURE V % 1/8" = 1'-0" EXTERIOR ELEVATIONS GENERAL NOTES: MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH -IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR 0 SOUTH ELEVATION - TRASH ENCLOSURE 1/8" = 1'-0" MATERIAL TYPE LEGEND: 1A: BRICK VENEER .................. nnnnnnnnn 111111111111111111 • 1 ' 111111111111111111 • - 111111111111111111 2: CORRUGATED METAL PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS ■ 4: ALUMINUM COMPOSITE PANEL ■ 6: METAL COPING 0/0 7: TINTED GLAZING IN STOREFRONT SYSTEM BLACK STEEL FRAME WITH WOOD FENCING. PROVIDE GATE STOP AND LATCH FIRST FLOOR (947.36 0'-0" 12: GREEN TREATED WOOD FENCE PANELS MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1 B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK. MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 10 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK 12 7' H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS FLOOR 947.36 0'-0" EAST ELEVATION - TRASH ENCLOSURE 1/8" = 1'-01, ELEVATION KEY NOTES # DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS 6 WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5%3" DIA. 20'/22' HIGH POLES SPACED AT +/-25' O.C. FIRST FLOOR (947.36 0'-0" WEST ELEVATION - TRASH ENCLOSURE 1/8" = 1'-01, (T E) (T D) (T C) (TB) (TA) NORTH ELEVATION - OUT BUILDING 1/8" = 1'-01, T-1 T-2 T-3 T-4 T-5 T-6 T-7 (T-A) (T-B) (T-C) (T-D) (T-E) T-7 T-6 T-5 T-4 T-3 T-2 T-1 y y ROOF OUTBUILDING 14'-0" FIRST FLOOR (947.36 0'-0" ROOF OUTBUILDING 14'-0" FIRST FL00RJ947.3�� 0'-0" ROOF OUTBUILDING 14'-0" FIRST FLOOR 947.36 0'-0" PDL ARCHITECTS 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED ISSUE PLANNING MTG. 02/18/2025 F OUTBUILDING. EXTERIOR ELEVATIONS FLOOR 947.36 0' 2' 4' 8' 16' 0'-0" SCALE: As indicated (:DW EST ELEVATION - OUT BUILDING 1 /8 . = 1'-01, 2 SOUTH ELEVATION - OUT BUILDING 1/8" = 1'-01, EAST ELEVATION - OUT BUILDING 1/8" = 1'-01, A3mO3 PDL ARCHITECTS PRODUCT DETAILS: • LED components carry a 5-year limited warranty • Suitable for use in wet (outdoor direct rain) locations as defined by NEC and CEC. Meets United States UL Underwriters Laboratories 81 CSA Canadian Standards Association Product Safety Standards • 2-year finish warranty • ADA compliant • Exclusively available in High Performance LED • Bold lines and a clean, minimalist style complement contemporary architecture • Mounting hardware is hidden on the back plate to ensure a clean silhouette HINKLEY HINKLEY 33000 Pin Oak Parkway Avon Lake. OH 44012 NOTE #1 ON EXTERIOR ELEVATIONS OVERVIEW • SPECIFICATIONS • ORDERING DATE PROJECT THE L50 INCLUDES PATENTED OPTICAL DESIGN THAT DELIVERS THE WIDEST RANGE OF BEAM ANGLE OPTIONS FIRM GLACIER 2835BZ LARGE WALL MOUNT LANTERN Glacier's impressive form merges industrial and contemporary design elements into a breath -taking silhouette. A substantial block of clear seedy glass with etched grooves brilliantly channels light from the high-performance LED, which is held in suspension by the powder -coated aluminum frame. DETAILS FINISH: Bronze MATERIAL: Aluminum GLASS: Clear Seedy DIMMABLE YES - CL TYPE DIMMER (SSL7A) DIMENSIONS WIDTH 4.8" HEIGHT 28" WEIGHT: 81b BACK PLATE: 4,75" Sq. EXTENSION 4" TOP TO OUTLET: 14" LIGHT SOURCE LIGHT SOURCE: Integrated LED LED NAME: LESF-2 WATTAGE: 12w LED 'Included VOLTAGE: 120v LUMENS: 800 CRI: 90 INCANDESCENT EQUIVALENCY: 1x60w DIMMABLE: YES - CL TYPE DIMMER 1(SSL7A) SHIPPING CARTON LENGTH: 8.5 CARTON WIDTH: T5 CARTON HEIGHT: 30 CARTON WEIGHT: 19.5 PHONE: (440) 653-5500 hinkley.com Toll Free: 1 (800) 446-5539 TROV INTERIOR + EXTERIOR I L50 GRAZE FOR PRECISE COVE, WALL GRAZING. WALL WASHING i-- J OR LINE OF LIGHT APPLICATIONS. EXCLUSIVE FLIP TO T T FLAT'" HINGE DESIGN PROVIDES FLEXIBILITY WHEN MANAGING SMALL COVE DETAILS TROV OFFERS SMOOTH, FLICKER FREE DIMMING DOWN TO 0%. FEATURES: • DIM TO 0%. ELV REVERSE PHASE • 24 BEAM ANGLES • MULTI -VOLT • FLIP TO FLAT'" Lu • 6 CCT OPTIONS • 80+ AND 90+ CRI OPTIONS • IP54INTERIOR AND IP66 EXTERIOR OPTIONS L50-1-12-02-35-80-MULT-15x65 MODEL/ INTERIOR/ LENGTH POWER CCT CRI VOLTAGE OPTICS SIZE EXTERIOR L50 48" ON DEMAND SHIPPING 02 WHITE MONO 04 CCT COLOR 06 27 08 30 10 35 12 40 TYPE 80 MULT GRAZING II WASHING 25.25 (120-277V) 9x17 25x33 9.29 25x 45 9x59 25x75 15x15 39x9 15.23 55x25 t535 40 x40 15x65 40.48 40x60 COVE 40 x 90 )20•• 45x15 Asym 70 x 40 UNE OF LIGHT 70.70 LOL 22 BL GR* • Blank for color BUILD TO 50 AM RID ­ ORDER SHIPPING EXAMPLE L50-1-48-10-27-90-MULT-15x65 90 CRI not available m 2200K or 50001< "120 is only available with Exterior option. See L35 spec sheet for Interior cove options "'Red Is not available In 12W or low. ""Green Is not available in 12W. PERFORMANCE WATTS OPTIC LUMEN OUTPUT EFFICACY 2W 9'x 29' 158 Im/LF ( 5191m/m) 79 Im/W 4W 9'x 29' 389 Im/LF ( 12771m/m) 97 Im/W 6W 9'x 29' 620 Im/LF (2035 Im/m) 103 Im/W 8W 9'x 29' 864 Im/LF ( 2833 Im/m) 108 Im/w low 9'x 29' 1046 Im/LF ( 3432 Im/m) 105 Im/W 12W 9'x 29' 1217 Im/LF ( 39901m/m) 101 Im/w JOOK 80CRI FIXTURES. PLEASE SEE PHOTOMETRY SPEC SHEET FOR ADDITIONAL LUMEN DATA COLOR RENDERING INDEX 80+, 90+ COLOR CONSISTENCY 2-STEP MACADAM ELLIPSE LUMEN DEPRECIATION / RATED LIFE WATTS L70@25C L70rm50C I L90@25C L90@S0C•CALCULATiONSTORLED FIKTURESARE BASED 2W-12W >I50,000 >70,000 >50,000 >25.000 ON MEASUREMENTS THAT COMPLY WITHIESLM-80 TESTING PROCEDURES AND IES TM-21 CALCULATOR CALCULATIONS FOR LED FIXTURES ARE BASED ON MEASUREMENTS THAT COMPLY WITH IES LM-80 TESTING PROCEDURES AND IES TM-21 CALCULATOR ELECTRICAL POWER CONSUMPTION 2W'/LF (6.6W/M); 4W/LF (13.2W/M) ; 6W/LF (19.8W/M) ; 8W/LF (26AW/M); IOW/LF (33W/M);12W/FL (39.6W/M) 3W/LF (9.9W/M) at 220V -277V MAX FIXTURE RUN LENGTH 7y%L E F- - Volts Max Run all F Max Run am 4' Max Run all 1' Max Run aN 4• Max Run Max Run Max Run a81, all 4' all V Max Run all 4' 114 Max Run aN 1' 91 Max Run aN 4' 91 Max Run all V 76 Max Run an 4' 76 120 214 214 186 186 152 152 IM 220 374 392 340 340 277 1 277 1 209 209 95 167 95 139 277 374 494 374 428 349 349 I 263 263 95 190 95 175 NrITF Infrrm,.,r.,-,n on this Spec Sheet Is subj, ­ 0ase ws-t zcos?n<ahghting.com/resources for the most updated informal on ECOSENSE LIGHTING INC. 11101ICATIONS SUEACT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGNTING CON FOR THE MOST CURRENT SPECIFICATIONS. ECOC C 1 C C 837 NORTH SPRING STREET E ECOSOSENSE LIGNTI111.M ,SLMCOV AND11 O ECARE E. J E I \Vi J E SUITE 103 SUPPORTAECOSENSILIGNTINGCOM rHEECOSENSELOGO, EMRISE.TROY.SLINCOVEANDEfNC ARE REGISTE RCD TRADEMARKS OF ECOS[NSE LIGHTING INC LOS ANGELES, CA 90012 FREEDONTOCREATE- NOTE #3 ON EXTERIOR ELEVATIONS WARM Type 4" lolite Round Reflector with Round Aperture Project Source: 14W to 28W LED Catalog No. 8001m to 25001m Notes PRODUCT DESCRIPTION PRODUCT IMAGES 8 DIMENSIONS 4' lolite LED downlights require a dedicated lolite new construction or remodel housing. Deep regressed cone reflectors optimize visual cut-off. FEATURES 8001m, 10001m. 15001m. 20001m or 25001m LED packages 2700K, 3000K. 3500K, 4000K, 5000K (a 90• CRI Comfort Dim (warm dimming)also available Flood optic, narrow flood and spot optics (included) I. 5-Year limited warranty NIO-4RNDC SPECIFICATION Round Reflector with Round Aperture Construction: [rims are constructed of heat dissipating, die-cast aluminum. The aluminum die-cast LED heat sink is Non -Adjustable threaded to fit the trim and transfer heat. Mounting: luminaire includes friction blades to mount securely to housing. OPTICS 800-10001m: Three field changeable optics(spot, narrow flood and flood)are included with each LED module. Premium 10' 11, BB BW optic assembly also available (C, r.k I_ere for more information). Optional trusted and TIR optics are also available Black Reflector Black Reflector 1500-25001m:: hree field changeable TIR optics (spot, narrow flood and flood) are included with each LED module. Black Flange White Flange ELECTRICAL Lumens / Wattage: 300lm / 14W.10001m / 14W, 15001m 120W, 20001m / 24W. 25001m 128W Color Temperature: 700K, 3000K, 3500K, 4000K. 5000K Color Rendering Index: 90+CRI MW Operating Temperature: Specified by housing Lifetime: hours @ L70 BZ CNMPW Comfort Dim: i;omfort Dim color tunes the temperature from a bright 310OK (8001m) or 3000K IHL), to a romantic an ' Bronze Reflector Champagne Haze Reflector comfortable 2000K on a gradual. even curve. Available in 8001m or HE (1500lm-25001m). Dimming: Specified by housing Bronze Flange Matte Powder White Flange COMPATIBLE HOUSINGS ,.wires are compatible with respective lolite housings manufactured by Nora Lighting. CATALOG NO. DESCRIPTION LUMENS /WATTAGE NHIOICO-48 ICAT New Construction 800-1000lrTi / 14W NHIOICDCP-48 Chicago Plenum 800-10001m 114W CMPW HW NHRIIZIC:g ICAT Remodel 800-10001m 114W NHIOIC -415 ICAT New Construction 15001m / 20W Specular Clear Reflector Haze Reflector NHIOICDCP-415 Chicago Plenum 15001m 120W Matte Powder White Flange White Flange NHIOICO-410 ICAT New Construction 20001m / 24W NHIOICDILP:�ZQ Chicago Plenum 20001m 124W NHIOICO-42 ICAT New Construction 25001m / 28W NHIOICDCP-4P-425 Chicago Plenum 25001m 128W Accessories: Luminaires can accommodate 11) hex louver and (1) translucent deco collar or opaque shoot, no accessory HZMPW MPW holder is required. see accessories page. Flush mount mud ring is available to give the appearance of a trimless, compatible with new construction housing only. Haze Reflector Matte Powder White Reflector "atte Powder White Flange Matte Powder White Flange LABELS AND LISTINGS _ cULus Listed for Wet Locations 5-Year Limile.d Warranty RoHS ied to the ' ant Certified to the high efficacy requirements of California Title 24 JA8-2022 5 "I 0 (24 WW Dim yvp®I % Natural Metal Reflector White Reflector 45 W W H L Natural Metal Flange White Flange 4" lolite Round Reflector with Round Aperture Dedicated Housing Required Compatible Housings COIL' - r ,re Lumens I Wattage NIO-4RNDCSOX c" 00K' BB (blank) : 8001m 114W NHIOICD-48 = ICAT New Construction / 800-10001m / 14W NIO-4RNDCCDX -ifort Dim' BW NHIOICDCPJA = Chicago Plenum 1800-IOD01m / 14W NIO-4RNDC27X - 2 /0OK Bz J''7e In = 10001m / 14W NHRIOIC-48 = ICAT Remodel / 800-10001m / 14W NIO-4RNDC30X - 3000K CHMPW iampagne I Matte Powder White /IK - 1500-25001m NHIBICO-415 = ICAT New Construction / 15001m / 20W NIO-4RNDC35X - 3500K CMPW Aar Clear / Matte Powder White (varies by housing) NHIOICDCP-416 : Chicago Plenum 115001m / 20W NIO-4RNDC40X = 4000K HW Vlhlte HZMPW i•a7e I Matte Powder White NHIOICO-420 ICAT New Construction / 20001m / 24W NI0-4RNDC50X IIOK MPW Matte Powder While NHIDICDCP-420 - Chicago Plenum 120001m 124W NIO-4RNDCCDX ifort OW NN ':atural Metal / Natural Metal NHIDICD-425 ICAT New Construction 125001m / 28W WW White / White NHIOICDCP-425 = Chtcago Plenum 125001m 128W 5000K LEO modules in 800fm are while supplies last Comfort Dlm available in 8001m only and r loh!e uses a different dimming curve than T 8 4' lolite Example: N"N0050XWW = 4' lolite Round Reflector with Round Aperture, 5000K. While finish, 8001m N O R A 6505 Gayhart Street. Commerce, CA 90040 TEL 323.767.2600 1 www.noralighting.com I e-mail: nora(Wrioralighting.com L I G H T I N G 2025 Nora Lighting. Inc. All rights reserved. Specifications subject to change without notice. NOTE #11 ON EXTERIOR ELEVATIONS Ah I j• I AM FSP G2 - Pro Series FSP G2 - Rec Series FSP G2 with Driver Box (side view) (Images ore stiulen rur dius:run;io purposes only) The FSP G2 LED Sports Light series offers a range of outputs for your recreational and professional use sports lighting needs. Based off our popular sports lighting design this second generation series offers flexibility featuring a remote driver option that either sits behind the fixture or can be ran remotely down a pole for easier access. With wireless lighting controls easily added to any project - your field lighting goes from casual to WOW factor at the touch of a button. Experience more with the 1102 line. CATALOG FSP 900 N3 G2 HVU 57K 8 LED Sports Light - Rec Series - Black Finish with visor. NEMA 3 Optics 92.000 Lm 600 W 5700K 200 - 480V FSP 1600 N2 G2 HVU 57K B LED Sports Light - Pro Series - Black Finish with visor. NEMA 2 Optics 160,000 Lm 1200 W 5700K 200-480V FSP 1600 N3 G2 HVU 57K B LED Sports Light - Pro Series - Black Finish with visor. NEMA 3 Optics 160.000 Lm 1200 W 6700K 200- 480V FSP 1600 N4 G2 HVU 57K B LEO Sports Light - Pro Series - Black Finish with visor. NEMA 4 Optics 160,000 Lm 1200 W 5700K 200- 480V 4000K / 5000K CCT options also available upon special order. Example: FSP 900 N3 G2 HVU 57K B nXtureType Lumen Output Optics Generation Voltage CCT Finish Controls Accessories • FSP LED Sports Light • 900 • N3 • G2 97 oc, (m / 600 W NEMA 3 Gen 2 • 1800 • N2 160.000 Lm / 1200 W NEMA 2 • 143 NEMA 3 • N4 NEMA 4 • HVU • 40K• 200 400 V 4000K • SOK• 5000K • 57K 5700K •lrodok S000M • B • S TR-SP-B tenon Black Synapse Advanced Wireless Controls FSP-RDB etit I- AVI--on Advanced FSP-BRM Remote Wireless Controls mount 1/4 1 FSPG2.V24.04 11325 Cash Road, Suite #100, Houston, Texas 77477 Last Updated: August 20, 202411:13 AM C2024 Spring Lighting Group. All Rights Reserved. 713-389-5680 I sales@slgus.com I www.slgus.com NOTE #13 ON EXTERIOR ELEVATIONS DESCRIPTION The Entri LED luminaire features a classic and stylish design with the added benefits of solid state lighting technology, offering outstanding uniformity and energy savings. Using Cooper Lighting Solutions' proprietary LED LightSquare technology and AccuLED Optics"' system, the Entri LED luminaire offers designers vast versatility in system design, function and performance. Use Entri LED for wall mount architectural lighting applications and egress lighting requirements. UUcUL listed for use in wet locations. SPECIFICATION FEATURES Construction scalability to meet customized zinc -plated, quick -mount junction HOUSING: Heavy wall, one-piece, application requirements. CRI box plate that mounts directly to die-cast aluminum construction and CCT offering includes 2200K, 4" J-Box. LightSquare mounts for precise tolerance control and 2700K, 3000K, 3500K, 4000K, facing downward. Fixture slides repeatability in manufacturing. 5000K, and 5700K with minimum over mounting plate and is secured Integral extruded aluminum heat 70CR1 and 2700K and 3000K with with two stainless steel fasteners. sink provides superior thermal minimum 80CR1 all within 5-step Mounting plate features a one - heat transfer in +40AC ambient MacAdam ellipse. piece EPDM gasket on back side environments. FACEPLATE / DOOR: of plate to firmly seal fixture to One-piece, die-cast aluminum Electrical wall surface, forbidding entry of construction. Captive, side LED drivers mount to die-cast moisture and particulates. Optional hinged faceplate swings open via aluminum back housing for mounting arrangements utilize a release of one flush mount die- optimal heat sinking, operation die-cast mounting adaptor box cast aluminum latch on housing efficacy, and prolonged life. to allow for LED battery pack, side panel. GASKET: One-piece Standard drivers feature electronic surface conduit and trough branch molded silicone gasket mates universal voltage (120-277V wiring. The Entri LED luminaire perfectly between the door and 50/6OHz), 347V 6011z or 480V 60Hz is approved for mounting on housing for repeatable seal. LENS: operation. 480V is compatible for combustible surfaces. Uptight lens is impact -resistant, use with 480V Wye systems only. 5 32" thick tempered frosted glass Greater than 0.9 power factor, less Finish sealed to housing with continuous than 20% harmonic distortion, and Housing is finished in five -stage bead silicone gasket. Downlight is suitable for operation in AO'C super TGIC polyester powder coat tens is an LED LightSquare with to 40°C ambient environments paint, 2.5 mil nominal thickness integral optics sealed for IP66 and optional 50C construction for superior protection against rating. HARDWARE: Stainless available. All fixtures are shipped fade and wear. LightSquare cover steel mounting screws and latch standard with 1OkV/10kA common plates are standard white and hardware allow access to electrical - and differential - mode surge may be specified to match finish components for installation and protection. LightSquare feature of luminaire housing. Standard servicing. an IP66 enclosure rating and colors include black, bronze, grey, maintain greater than 98% lumen white, dark platinum and graphite Optics maintenance at 60,000 hours metallic. RAL and custom color Choice of 9 patented, high per IESNA TM-21. Emergency matches available. Consult Outdoor efficiency AccuLED Optics" egress options for -20eC ambient Architectural Colors brochure for a distributions. Optics are precisely environments, WaveLinx''', complete selection. designed to shape the light occupancy sensor, and dimming output, maximizing efficiency and options available. Warranty application spacing. AccuLED Five year limited warranty, consult Optics technology creates Mounting website for details. consistent distributions with the JUNCTION BOX: Standard with www.coouerliglltina.comilegdI DIMENSIONS ENC (Round Clean) ENT (Triangle Reveals) 15-3,14' 8-118" _J I 15314" 8-1l8" J 1400mml 7-314" 1206mml 1400mml 7-314" 1206mml (196mml 1196mml ENV (Round Reveals) CONDUIT MOUNT / BATTERY BACK BOX 1 15.14'•� 8-1 r8. _J 1400mml 734" [206mml 1196MMI Y 11" 1279mm I (� COOPER Lighting Solutions NOTE #7 ON EXTERIOR ELEVATIONS ss I 0' 0 1e• m aaaaaaa• REMOTE BOX PROVISIONS FUSED DISCONNECT t AT LOFT LOFT) 41N % 61/21N REINFORCE HANDLE ON BACKSIDE Invue 7ENC/ENT/ENV ENTRI LED LightSquare Solid State LED ARCHITECTURAL LUMINAIRE I ® T CERTIFICATION DATA DesignLights Consortium` Qualified' UUcUL Listed ISO 9001 IP66 LightSquares LM79 / LM80 Compliant ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120 277V.150 & 6OHz, 347V,6OHz. 48OV/6OHz -30•C Minimum Temperature 40°C Ambient Temperature Rating (Optional) SHIPPING DATA Approximate Net Weight: 15.2 lbs. 16.9 kgs.) - Without backbox 29.1 lbs. (13.2 kgs.) - With backbox TD516150EN May 22, 2024 4:05 PM POLE SPECIFICATIONS TOP 1 12.32 1 6.49 1 .188 1 41.6 1 775 BOTTOM 19 I 11.58 I .188 I 53 I 1672 1 POLE.23.01 11325 Cash Road, Suite #100, Houston, Texas 77477 Last Updated: December 20, 2023 11:27 AM c: 2023 Spring Lighting Group, All RlghTs Reserved. 713-389-5680 1 sales@slgus.com I www.sigus.com NOTE #13 ON EXTERIOR ELEVATIONS Lumark Prevail LED Area / Site Luminaire Product Features . .....\ 1 .. Lfghs ARdlitect " Xo Interactive lI`iAenu Product Certifications • Ordering Information page2 •'"`•• ' • Mounting Details page3.4 0 • o• •o R if 1 • Optical Configurations pages •xxr, • Product Specifications page 5 2 • Energy and Performance Data page 6.7 1, RoHs F • •� ..�,n 950FRI • Control Options pagi,8 Quick Facts • Lumen packages range from 4,800 - 84,000 lumens Connected Systems (35W 588W) • WaveLinx PRO Wireless • Replaces 70W up to 1,000W HID equivalents • WaveLinx LITE Wireless • Efficacies up to 160 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevail Pewe Proven XL 615116' 3 11/16' 2 3/4' I (171mm1 194mm1 7118' (70mm17126' /4-J __J 1180mm1 mm1 _J L13.15/16'J 20.7/8' l 7a%8' 39-5/8' 1354mmi (531 mmi 1454MMI 11006mm1 Pro. Prevail Manx 2.3/4' - - - 170mmI 6-15/16' 1177mml 7.,Inc 180mm 22 7 W 41 3/8' 1581 m1 IDSImm 131516' 2613/16'hlmml 1354mn,j NOTES: I V,suto cwfirm qual,6catim Not all produ l vanatims are DLC qual,fed. i IDA Ceru6ed for 3000K CCT and warmer only (� COOPER - Lighting Solutions NOTE #12 ON EXTERIOR ELEVATIONS C-CHANNEL (2)1/2"PLATES -- 8' 2" 2 1/2" INSPECTION PLATE TYP DIA.HOLES(TYP) 10" 7/8" TO ACCEPT 3/4" BOLTS r _ 1 ` 2.. - Li 1111 1 1/2" COUPLING 0- TRUE OD) 2 POLE.23.01 Last Updated: December 20, 202311:27 AM E ur- PS500001EN page 1 June 3, 2024 7 32 PM i 3/8" DIVING BOARD 71/2" THICKNESS (A 1 3X5 HAND HOLE & CARABINER WIRING HOOK 713-389-5680 1 sales@slgus.com I www.slgus.com 02023 Spring Lighting Group. All Rights Reserved. 2022 Spring Ligrlung Group A:. Plgnls i<Cser -d 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO44122 P:(216) 752-4300 WWW. RDLARCH ITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED ISSUE 0 PLANNING MTG. 02/18/2025 EXTERIOR LIGHTING SCALE: A104 _ - M94938 _- - GAJL�z — — — — ---I I i 3 3 I 3 3 \ 3 \ I s (6 N N O N C c6 N LL C W O C Y U H N LL U) 00 V- N O 6 N O N C c6 0- C U LL O N O N O N X W 0 U c U) a� 0 M U) a� U co n co U O ry g W J 021 155TH ST. W. an nn 7.00 22.00 Aerial Fire Truck feet Width 8.50 Track 8.50 Lock to Lock Time 6.0 Steering Angle 33.3 U) z O U) W of z z U LO z z � J cn z oU) ' Qw J � Oz � Z � H w Oz W Q� w Y (n � H o U N W w r(D - 0 LLJ O Oo N a- Q (O _ Y N N Q 0 N O Z 0O U) Q W U Q m O W Z m m Z Q m Q W Y w Q cn U W W 2 U) 0 0 U ZI J J NORTH Z V Q Q C.)J ) W o U GRAPHIC SCALE IN FEET 0 15 30 60 a p (O W O W Q W Z ,Q^ V V J W a � �� W ! Q Cl) i Q ' O ' (LU ' � J z Q Know what's below. w SHEET NUMBER Call before you dig. 0-1 EX-1 SITE LIGHTING FIXTURE SCHEDULE 0 p.0 p.0 p.0 p.0 p.0 p.1 p.1 p.1 p.1 .0.1 p.1 p.1 p.1 p.1 p.1 p.1 p.l .0.1 p.1 4Q.1 p.1 p 1 p 1 p 1 .0.1 .0.1 Al .0.1 1 p.I p.1 1 .o.l .0.1 p.l p.l p.r p.l p.2 pl A.2 p.2 p.l .2.0.2 TYPE DESCRIPTION SA SINGLE HEAD LED POLE LIGHT WITH DIE CAST ALUMINUM HOUSING, TYPE IV DISTRIBUTION, HOUSE SIDE SHIELD AND BLACK FINISH - IP66 RATED. PROVIDE 4" SQUARE ALUMINUM POLE TO MATCH. SA1 SAME AS FIXTURE TYPE 'SA' EXCEPT HIGHER LUMEN OUTPUT SB SINGLE HEAD LED POLE LIGHT WITH DIE CAST ALUMINUM HOUSING, TYPE V DISTRIBUTION AND BLACK FINISH - IP66 RATED. PROVIDE 4" SQUARE ALUMINUM POLE TO MATCH. S131 SAME AS FIXTURE TYPE'SB' EXCEPT HIGHER LUMEN OUTPUT WP1 LED ARCHITECTURAL WALLPACK WITH DIE CAST ALUMINUM HOUSING, TYPE IV FORWARD THROW DISTRIBUTION AND BLACK FINISH - IP66 RATED. p.1 p.1 p.1 PA p.l PA P.1 2 ,0.2 .0.2 .0.2 .0.3 p.3 3 40.3 p.3 ,0.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.2 p.2 p.2 .0.2 .0.2 .0.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p2 p2 p2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.2 p.2 p.2 p.2 p.2 A2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 Al p.l p.l p.l p.l p1 p1 p1 p1 p1 p1 p1 p1 p1 p1 p.1 .2.0.3.0.3.0.3.0. .3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.3 p.2 p.2 p 2 p.2 p.8 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p. p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.2 p.l p.l p.l p.1 p.l p.l p.l p.l p.l p.l p.l p.1 p.1 p.1 p.1 p.1 p.1 p.1 p.1 p1 p.3 p.3 p.a p.a p.4 p.4 p.4 p.4 p.5 p.s p.4 p.5 p.5 p.5 p.6 p.6 p.6 p.6 p.6 p.7 p.7 p.7 ,PS PS P.8 p.8 p.9 p.9 p.9 p.9 O j.o j.1 j.1 j.1 j.1 1.3 1.3 1.3 1.3 1.3 0 j.s 1.6 1.6 1.6 is 0 1.9 1.9 1.9 1.9 j.8 .2.3.2.3.2.3.2.2.2.1 .2.8.2.8.2.8.2.6.2.4 A4 A4 A2 3.0 .2.7 .4.1.4.0 A6 A3 3.0 .4.7.4.5 A9.3.5.3.3 p.3 p.2 p.3 .2 p.3 .2 p.3 p. p.2 p.3 .2 A2 p. .2 A2 p. p.2 p• A2 A Al A Al A Al A Al A As A As A Al A Al p. 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RDLARCHITECTS.COM PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION SKYLINE SOCIAL 4894 MILLER TRUNK HWY DULUTH. MN 55811 SKYLINE SOCIAL APPLE VALLEY, MN RDLA PROJECT #: 24062C THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED ISSUE PLANNING MTG. 02/18/2025 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SITE LIGHTING PHOTOMETRICS SCALE: SITE PHOTOMETRIC PLAN 1 " = 30'-0" Print Name: CHRISTIAN A. TODD Signature: Date License # 46308 Consulting Engineers est. 1960 25001 Emery Road, Suite #200 Warrensville Heights, Ohio 44128 Phone:216-292-4696 Fax: 216-292-5874 Email: mail@mchenryassociates.com ES2mOO 4/25/2025 Skyline Social & Games SW Corner of 155th St W and English Ave Site Plan & Building Permit Authorization City Council Date: April 24, 2025 Apple Valley 1 Application Requested Site plan and building permit authorization for a 46,550 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,150 sq. ft. outdoor recreation facility and patio. 2 AaValley 4/25/2025 Other Site Applications Rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). Adoption of draft planned development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) Subdivide Outlot D, Orchard Place 2nd Addition by preliminary plat into two lots and two oulots. Site plan/building permit authorization of an indoor commercial recreation facility and class I restaurant with an associated outdoor recreation facility and patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). Site plan/building permit authorization of a 135-unit multi -family residential apartment building on Lot 2, Block 1, Orchard Place 5th Addition (according to the � " e preliminary plat). Valle,, Site Location Skyline Social Location Map SW Corner of 155th St W and English Ave Subject Property 2 4/25/2025 LB Eli im TTr Zoning Map 3 ,ssrH sr w Current Zoning: "RB" (Retail Business) Proposed Rezoning: "PD" (Planned Development) 0 8\) 156TH:WAY LLV 15fiTH;5TW ® 151TH 5T W ow- 6 w 6 APPVall, 6 P ,ssrH srw 5 Site Plan 0 1 I I I 000N UE. o �-U '.: OOOO OOOOQOOp '•' � I �. �)1111� 1 QQ a AQQOQO 00 — Qaoaaa •• c — � a a era d 3 4/25/2025 Grading Plan ® o r o I o �'„ �^^ ggAAOAAAqqqO Y „� AO00 DODO�e 11 I• - �i 00 oP.= 6 nE urz — AO AOOgaA ®e av� is N -: ' - f.. �� . Yr L) 7. \ Utility Plan 4/25/2025 Landscape Plan Coniferous Trees 5 Deciduous Tree 49 (large) Deciduous Tree 19 (small) Shrubs 309 Perennials 194 Legend Sod/Seed Mix Shrub/Grass/Mulch Bed Tree I Rendering 10 r1llIIIIIII I MT1 H 177-H I I I 1IM1111111-, ------------------ --------------- -- - - - - - - - - - 00 ------------------ F t =1 . I I A 01 -� � P1141., AP�11_ ey 5 4/25/2025 Elevations 0 0 0 0 o o7 T iilfi� R �;a 1p, II"Illillullll 911lillllllllllliihl!'ll �fi �I �r 13 Elevations R-E) Q-D) (fY-C) QBBI (-A) Y I I I I LN RNA to i !1 NORTH ELEVATION - OUT BUILDING 14 ow T-0• OPNG 6 1 9 3 FIRST FLOOR NORTH ELEVATION - TRASH ENCLOSURE VT= V-V 0 ApI4L, 7 4/25/2025 15 �^��. Requested � �� °� U���� ����UU�� �� ������n~~n n ��~° �w�°����°�� Adopt a resolution approving site plan/building permit authorization to allow for construction of a 46i550sq. ft. indoor commercial recreation facility and class | restaurant with an associated 51,150sq. ft. outdoor recreation facility and patio on Lot 1, Block 1, Orchard P|aoe5th Addition (according tothe preliminary plat). 16 4/25/2025 Questions? AP4alley 17 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 Planned Development, Planned Development Agreement, and final plat of Orchard Place 5th Addition must be approved and recorded with the County prior to issuance of a building permit. 3. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non -surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated DATE (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 landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plans dated DATE. 6. Subject to all conditions noted in the City Engineer's memo dated DATE, on file with the City. 7. Subject to all conditions noted in the Building Official's memo dated DATE, on file with the City. 8. 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. If the proposed roof -line or parapet wall(s) is found to not be a sufficient screen, other code compliant screening shall be installed. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative - screen or a combination thereof, and approved by the City. ^� 18 a 4/25/2025 Conditions 10. A bike rack shall be installed close to the primary structure which does not impede pedestrian flow along any proposed or future sidewalk. 11. The sidewalk along the north side of the primary structure shall connect to the interior public trail on the west side of property. 12. A cross -access and cross -parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 51h Addition shall be required in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 13. An encroachment agreement for Lot, Block 1, Orchard Place 5th Addition and the Magellan Pipeline easement shall be provided in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 14. 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. 15. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. ApP6 16. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 19 Conditions 17. 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. 18. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Mondaythrough Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 19. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 20. 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. 21. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125%of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 22. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all 0 required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building MF�ly 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. 20 10 4/25/2025 Parking Review Class I Restaurant: 1 stall per 2.5 customer seats; and 1 space per 5 seats of outdoor eating area, excluding the first 10 seats. Requirement for Skyline: 371 Parking Stalls Recreation and Sports Training Facilities: 1 stall for every 3 occupants, based on the maximum occupant load. Requirement for Skyline: 821 Parking Stalls Bowling Alley: 5 stalls for each alley, plus additional spaces as may be required herein for related uses such as a restaurant facility. Requirement for Skyline: 185 Parking Stalls 21 Appl valley 11 •: 0000 ITEM: 5.G. 000 ::: 000, Apple COUNCIL MEETING DATE: April 24, 2025 Valley SECTION: Regular Agenda Description: Orchard Place Apartment Development Site Plan and Building Permit Authorization Staff Contact: Department / Division: Jennifer Haskamp, AI CP, SHC and Jenna Shoosmith, Community Development Departmeni SHC Applicant: Project Number: Roger Fink on Behalf of Trident Development PC25-06-B Applicant Date: 2/18/2025 60 Days: 4/18/2025 11120 Days: 6/17/2025 ACTION REQUESTED: Adopt Resolution approving the Site Plan and Building Permit Authorization for a 135-unit multi -family residential apartment building on Lot 2, Block 1, of the proposed Orchard Place 5th Addition (according to the preliminary plat). SUMMARY: Robert Fink on behalf of Trident Development ("Applicant") has applied for a Site Plan and Building Permit Authorization to construct a 135-unit multi -family residential apartment building on Outlot D of the Orchard Place 2nd Addition ("Subject Property"). Rockport, LLC ("Owner") currently owns the Subject Property. This development will be located on Lot 2, Block 1, of the proposed Orchard Place 5th Addition. The Subject Property is generally located at the northwesterly corner of English Avenue and 157th Street West. The approximately 5.62-acre site is currently vacant except for existing storm sewer, light poles (along English Avenue), and a 40-foot (40') drainage and utility easement. On December 26, 2024, the City Council approved a request by the Applicant for a Comprehensive Plan Amendment (CPA) to change the land use designation of the subject property from Commercial (C) to High Density (HD). In conjunction with this Site Plan Review, the developer and current property owner of the existing Outlot D has also applied for a preliminary plat and rezoning of the subject property. Action on the Site Plan Review cannot be taken unless the plat and rezoning are approved. The Planning Commission recommended approval of the requested Rezoning, Preliminary Plat, and Site Plan and Building Permit Authorization for the proposed projects at the April 2, 2025, Planning Commission meeting. BACKGROUND: Comprehensive Plan: The subject property was recently reguided for High Density (HD). Per the 2040 Comprehensive Plan, HD areas include multiple -family structures (apartments and condominiums) at densities greater than 12 units per acre. The HD designation fits with M-7, M-8, and PD zoning districts. The proposed project aligns with the HD land use designation. Zoning: The subject property is zoned Retail Business (RB). This site is required to be rezoned as it is currently inconsistent with the guiding of the site. A separate application is requested for the rezoning of this proposed property as well as Lot 1 and Outlot B of Orchard Place 5th Addition. By utilizing a custom "PD" zoning district, the City will be able to consider and adopt specific performance standards related to each zone within the Planned Development. As stated, action on the Site Plan Review cannot be taken unless the preliminary plat and rezoning are approved. Table 1 summarizes the proposed building and site dimensions in relation to Chapter 155, Appendix B. Requirements for Multi -Family Districts and Section 155.379 Minimum Required Spaces. Table 1. Dimensional Standards Maximum Units per 24 25 24 Acre ........................................................................................................................................................................................................................................................................................................................................ Minimum Units per 15 24 Acre .......................................................................................................t....................................................................... Maximum Number of 5 ............................................................. 4 Stories ........................................................................................................................................................................................................................................................................................................................................ Maximum Feet Above I65' 60' 55' Ground .......................................................................................................t.............................................................. Maximum Building 35% - ............................................................. 16.5% Coverage ........................................................................................ r...................................................... ........................................................................................................................................................................... Building Setback from Private Street or 20' 30' 85' Drive r .................... ................................................................................... ...................................................... Parking Lot Setback .............................................................................................................. ............................................................. from Private Street or - 10' 15' Drive r .................... ................................................................................... ................................................................... Parking Stalls .................................................................................................. ............................................................. 1.5 stalls/unit 202.5 203 205 1 izaraw stall/unit 135 135 135 Site Plan: The proposed site plan includes a four-story (40,500 SF) multi -family apartment building with 135 dwelling units. Per the Applicant's narrative, the site will have several indoor and outdoor amenities/common spaces for resident use, including: • Bike storage/parking • Fitness room • Storage lockers • Game room • Community room • Rooftop patio • Dog wash area • Dog run • Sport court • Kids play area • Outdoor patio The submitted site plan shows four (4) driveways off English Avenue to the east. A condition will be included in the resolution that only three (3) driveways will be permitted as recommended by the City Engineer. The site will include a total of 340 parking spaces, or a ratio of 2.52 stalls per unit. Underground and covered parking stalls will be accessible by entrances located on the northern and southern ends of the proposed building. All utility meters, mechanical equipment, and refuse rooms will also be located within the underground parking garage. The main entrance of the proposed building will face east towards English Avenue. There will also be four (4) ancillary entrances, as well as emergency access on all sides of the building. Private interior walking/biking paths will connect to the existing North Creek Greenway to the north and English Avenue to the east. Private interior paths will also connect to outdoor site amenities including a dog run, a sport court, a patio, and a children's play area. Grading and Utilities: An existing 40' wide drainage and utility easement is located within the proposed parking lot and along the northern property line within proposed Outlot B, which will be dedicated to the City. The City Engineer has reviewed the grading and utility plans, and their comments are included in the attached documents. Issuance of a building permit, grading activity, or utility installation is contingent upon the review and approval of the final grading and utility plans by the City Engineer. Elevations Section 155.346(B)(1) establishes exterior vertical surface design standards and states the following: All exterior vertical surfaces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a front and have an equally attractive or same fascia. The proposed building incorporates architectural features found on several existing apartment developments in the City, such as Springs at Cobblestone Lake, Hearthstone, and Remington Cove. Exterior building materials include cultured stone, thin brick, and lap and board/baton siding. A band of stone visually distinguishes the first floor from the remaining three floors. Large windows with muntin and mullion details create a divided light pattern and architectural interest. Each unit will have its own balcony, allowing opportunity for activity on all sides of the proposed structure. Architectural plans are included in the submitted plan set. Signage: A proposed monument sign will be placed at the most southern entrance to the property off English Avenue. A wall -mounted building sign is also proposed on the exterior of the building facing 157th Street. Both building signs must be approved under separate permits. Landscape Plan & Public Use Dedication: Section 155.349 requires landscaping for new multiple residential developments to be installed on site at 2.5% of the means construction cost of the building. If the proposed PD ordinance is approved, landscaping costs may be reduced by 1 % if upgraded landscaping materials (public art, fountains, decorative paving, public benches, bike racks, etc.) are incorporated into the landscaping plan. City Staff is aware that the Applicant has faced challenges meeting the 2.5% landscape requirement on the site. Staff will continue to work with the Applicant on this issue. Section 153.29 also requires a portion of any proposed subdivision to be dedicated for conservation purposes or for public use as parks, recreational facilities, playgrounds, trails, wetlands, or open space. The Applicant's narrative acknowledges that Outlot B will be dedicated to the City after landscaping and public trail improvements are made. The proposed trail on Outlot B will connect English Avenue to the North Creek Trail. Interior private walkways will connect the trail to the proposed apartment structure. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Memo Memo Location Map Zoning Map Applicant Letter Plan Set Plan Set Exhibit Lighting Plan Presentation CITY OF APPLE VALLEY RESOLUTION NO.2025- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR TRIDENT DEVELOPMENT RESIDENTIAL APARTMENT BUILDING AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional, 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 a building permit authorization of the proposed 40,500 square foot residential apartment building and associated site plan has been requested by Trident Development, on property legally described as Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota to be located within Lot 2, Block 1, Orchard Place 5m Addition, Dakota County, Minnesota (as depicted in the Preliminary Plat); and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on April 2, 2025. 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 Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota to be located within Lot 2, Block 1, Orchard Place 5th Addition, Dakota 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 Planned Development rezoning and PD zoning Ordinance, the Planned Development Agreement, and the final plat of Orchard Place 5th Addition must be approved and recorded with the County prior to issuance of a building permit. 3. Construction shall occur in conformance with the site plan dated January 29, 2025, including parking lot paving and a non -surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated January 29, 2025 (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 landscaping requirement at the time of building permit application. Construction shall occur in conformance with the elevation plans dated January 29, 2025. 6. Subject to all conditions noted in the City Engineer's memo dated March 25, 2025, and revised on April 17, 2025, on file with the City. 7. Subject to all conditions noted in the Building Official's memo dated February 25, 2025, on file with the City. 8. 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. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 10. The middle access drive on the north end of the site on English Avenue shall be eliminated, in accordance with the memo issued by the City Engineer. 11. 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. 12. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 13. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 14. 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. 15. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 16. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 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 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 apartment building 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 th day of , 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk :00 ••••• 000 CITY OF Apple Valley MEMO Public Works TO: Jennifer Haskamp, Planning Consultant FROM: Evan Acosta, Assistant City Engineer DATE: March 27, 2025 (updated 4/17/2025) SUBJECT: Orchard Place Apartments Site Plan Review per Plans Dated 1/29/2025 Jennifer, The following are comments regarding the Orchard Place Apartment Plans dated January 29, 2025. Please add these as conditions of approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. • Privately installed public infrastructure will require a private installation agreement. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. C. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6. A stormwater maintenance agreement will be required as part of this project. The maintenance agreement is required to be recorded prior to NRMP permit issuance. 7. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. Permits 8. 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. 9. Department of Labor and Industry (DOLI) shall review private utilities. 10. A right of way permit will be required for all work within public easements or right of way. 11. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Traffic 12. The City's Traffic Engineering Consultant has completed an updated traffic analysis based on the proposed land use. This further analysis was identified during the comprehensive plan amendment process, to be completed when more site -specific information was available. • The traffic study has identified that one of the three driveway accesses on the north end of the site should be eliminated (middle access). • The full traffic study is attached to the Orchard Place 3rd Preliminary Plat Memo Site 13. The final site plan will be reviewed by the City Engineer. 14. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 15. Pavement section for public roadways shall match existing roadways and be shown on the plans. 16. Show the location of light poles on the site plan. • Included proposed and existing lighting along English Ave Grading & Drainage Plan 17. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 18. Final Grading Plans shall be reviewed and approved by City Engineer. 19. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 20. Label the EOF's on the grading plan. 21. Provide elevations for top & bottom of all retaining walls. 22. Provide rim elevations for each of the catch basins on the grading plan. Storm Sewer 23. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 24. A Sump/SAFL or similar pretreatment device will be required before private storm drainage leaves the property. • STMH 31 and STMH 12 appear to both require the pretreatment device. Sanitary Sewer and Watermain 25. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 26. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 27. The sanitary sewer service is shown at 1% grade which must be approved by the building official. It appears that there is sufficient elevation to install at the 2% minimum slope. 28. Hydrant leads shall connect to the watermain before the fire/domestic split. The fire/domestic split shall be split outside the building and valves located 1.5 times the height of the building away from the building or placed in a location readily accessible per Apple Valley standard detail plate SER-6. 29. Identify Irrigation service location(s) if applicable per SER-4. 30. Provide additional drawing showing required hydrant coverage for site. 31. All watermain shall be a min depth of 8.0'. Landscape and Natural Resources 32. Tree planting must follow 15-10-5 diversity rule. 33. Planting of Scotch pine is discouraged due to widespread disease issues in Minnesota. Please consider alternatives conifers such as Norway spruce, Swiss stone pine, white fire, or tamarack. 34. Applicant shall obtain a MPCA Construction Stormwater Permit and submit a SWPPP for sites disturbing over 1 acre. 35. Applicant should provide detail on snow storage locations. 36. Applicant to show erosion control blanket quantity/locations on ESC Plans •• •000 •0000 666 see City of Apple Valley MEMO Building Inspections TO: Tim Benetti Community Development Director FROM: George Dorn, Building Official DATE: February 25, 2025 SUBJECT: Trident/Orchard Place Apartments • SAC determination is required from Met Council prior to permit issuance from the city. • Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site. • Indicate Trash and recycling area calculations, Per MSBC 2020 1303.1500 Subpart 1, recycling space is required in accordance with Table I -A on plans issued for permit. Please designate this recycling space at the time of permit submittal. • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design. • Retaining walls shall be designed by a Structural Engineer for walls over 4 feet. • Dog run shall not have any drains connected to the sanitary sewer. • Platting the property lines must be completed prior to permit issuance. • Architectural, Structural and Civil plans are required to be signed with the permit application. • The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections. • The allowable area and building heights will be determined once the code analysis has been completed. • The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the buildings to have an automatic sprinkler system installed based on occupancy type and square footage. • Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. • Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says "no parking. Review areas under consideration for accessible parking areas. • Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1. • Provide energy and lighting compliance calculations at the time of permit submittal. TRIDENT 1�0 00000 1200 251 Avenue South• St. Cloud, NIN 56301 Phone:320.258.4438 • 320.252.3603 February 19, 2025 Mr. Tim Benetti, AICP, Community Development Director Members of the Apple Valley City Council & Planning Commission City of Apple Valley 7100 -147t" Street West Apple Valley, MN 55124 EMAILED RE: SITE PLAN APPLICATION— OUTLOT D, ORCHARD PLACE 2ND ADDITION- ORCHARD PLACE APARTMENT DEVELOPMENT Dear Members of the Apple Valley Planning Commission: Trident Development, LLC is pleased to present this request for a proposed market -rate apartment community to be located near the intersection of 157`h Street West and English Avenue Oust west of Pilot Knob Road). The proposed apartment site would encompass the southerly 6.15 +/- acres of what is currently Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota. An illustration of the proposed site area is included as an exhibit to this narrative. REQUEST This land use application is a request for Site Plan approval only. HJ Development will apply for preliminary plat and planned development (PD) on behalf of Trident Development, LLC. This request is intended to apply only to 5.62+/- acres of Outlot D which is included in the Orchard Place 2od Addition plat. The subject property was guided in the 2040 Comprehensive Plan for commercial use and is currently zoned "RB" (Retail Business). In fat12024, the comprehensive plan was amended to allow for High Density Residential land uses at the subject property. To accommodate the proposed apartment development, the Orchard Place 2"d Addition plat will be re -platted to create a separate legal parcel- Lot 2, Block 1 Orchard Place 3d Addition - on which the HD (High Density Residential) land use designation will be used. The plat will also create a 23,087 SF Outlot to be designated as Outlot B, Orchard Place 3rd Addition. Outlot B will be dedicated to the City after landscaping and public trail improvements are made and accepted by the City. After dedication of Outlot B, the City will assume all responsibility for maintenance and repairs. Further, it is our understanding that the City will provide a park dedication credit in the amount of approximately $116,589 (23,087 sf x $5.05/sf), together with the actual costs of all public improvements made to Outlot B by the Developer. After the dedication, the +/-5.62 acres will be used to develop the site. This application is a request for site plan and planned development (PD) approvals. LEGAL DESCRIPTION AND PID - Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota. PID# 01-55891-00-040 LOCATION/ACCESS-The proposed development site is located within the northwest quadrant of 1571h Street West and English Avenue (just west of Pilot Knob Road) in Apple Valley. Except for the existing storm sewer, light poles, a bituminous trail, sewer stub and 40' wide drainage and utility easement, the site is currently vacant. Neighboring properties include retail, restaurants and a grocer immediately east of English Avenue followed by Pilot Knob Road; to the south immediately by 157t' Street West with Quarry Point Park and baseball fields with 16011' Street located beyond; to the west immediately by large stormwater management ponds with single-family residential and commercial buildings located beyond; and to the north by vacant land with 157`h Street located beyond. Vehicular access to the property will be provided by English Avenue via 1571h Street West. Access to public transportation is available on Pilot Knob Road and can be accessed by nearby walking paths. GRADING / DRAINAGE -Site drainage, east of the proposed building, is directed towards 15" and 18" solid and round inlet casting stormwater catch basins and manholes scattered throughout the parking lot which will connect with the existing storm sewer stub located within the center parking lot easement. The grading plan assumes runoff from landscaped and exterior amenity areas will also surface drain to nearby catch basins located along north, south and west sides of the building within grassy areas. These catch basins will direct stormwater north towards the existing storm sewer stub located within the easement located near the northern property line. Rainwater from the roof will be directed into the stormwater system via underground pipes connecting the down spouts. All stormwater will eventually be discharged into the existing regional stormwater treatment pond adjoining to the west of the building. A drain and pumping equipment will manage the storm water drainage at the parking garage ramp entrance/exit. The grade transition between the east elevation of the proposed building and the west and south elevations will be resolved by constructing retaining walls which will be from 7'5" to 11'5" in height. A complete grading, drainage, storm water management plan and SWPPP is included in this application. UTILITIES -The utility plan proposes to move the existing 6" fire hydrant located, on the west side of English Avenue back (west) by adding a 6" gate valve and constructing the water supply line with 8" and 4" PVC and ductile iron for domestic water supply and fire suppression. Accordingto the plans, the main water supply line will split about halfway to the building where the fire suppression line will service two fire hydrants located within the surface parking tot. The 4" domestic line and 8" fire suppression lines will enter at the center of the building. For sanitary sewer, the plan proposes an 8" PVC connection to existing sanitary service stub located on the properly near English Avenue. No up -sizing or main extensions are required to serve the proposed development. The private utilities (gas, telephone and electric) presumably exist within the English Avenue right-of-way and will connect to the northeast corner of the building. in addition, a connection to the electrical transformer located near the underground parking structure entrance will be provided by existing electric within English Avenue right-of-way, Dakota Electric Association and Center Point Energy have been provided with the site plan. Detailed utility plans are included with this application. DRAINAGE AND UTILITY EASEMENTS - An existing 40' wide drainage and utility easement is located within the proposed parking lot and along the northern property line within proposed Outlot B which will be dedicated to the City. SITE PLAN -The proposed site plan includes a four-story building with underground, covered and surface parking. The building will contain 135 dwelling units, two elevators with Lobbies, dog wash area, maintenance office, refuse rooms, bike storage areas, storage lockers, mechanical and electrical rooms, leasing offices, package room, main lobby area, fitness room with equipment, game room with golf simulator, a community room, and a rooftop patio. The building will contain one full level of 107 underground parking stalls accessed by an entrance along the southern side of the building and 28 covered parking stalls located on the first -floor north wing of the building. The underground and covered parking will provide 135 stalls total which equates to a 1: 1 covered parking ratio. There will also be an additional 205 surface parking spaces, four of which are handicap accessible. The property will include a total of 340 parking spaces, or a ratio of 2.52 stalls to 1 dwelling unit. The typical surface parking stalls are 10 feet wide by either 18.5' or 20' feet in length which exceeds the minimum standard dimension of 9 feet wide by 18.5 feet long. The building shape is aligned so that the main entrance faces east towards English Avenue and Pilot Knob Road. Pedestrian traffic would enter through the main front entrance or through the other four ancillary entrances. Vehicular traffic may enter the Site from any of the four entry drives located on the eastern side of the parking lot off English Avenue and follow the 24-foot-wide internal drive lanes to the underground and first floor covered parking entrances or to surface parking stalls on the east side of the building. Fire, rescue and EMS access is available on all sides of the building. Included with the application is a firetruck turning exhibit. Trash collection and removal is provided by dumpsters located within one refuse/recycling room located within the underground parking garage. At the underground parking garage entrance/exit, a concrete pad will be constructed on the exterior of the building to use as a staging area for the dumpsters prior to disposal. This staging area allows for easy access by the disposal company. Property management staff will move the dumpsters from the underground parking garage outside to the concrete pad prior to disposal. Private interior walking/biking paths will be provided that will lead to the existing North Creek Greenway and sidewalk along English Avenue. 5' wide private concrete walkways are located on the west side of the building that provide pedestrian connection to the various site building amenities to the North Creek Greenway regional trail located along the southern, western and northern sides of the site. In addition, an 8' wide asphalt trail/walkway will be constructed within Outlot B which will connect to both the regional trail and to walkways along English Avenue. Concrete sidewalks are proposed along the west side of English Avenue. The plan proposes four striped, pedestrian crossings at the four site entrances which will allow easy pedestrian access to adjoining trails. Various exterior building amenities will be provided and include an approximate 43'x68' sport court, an 84'x33' dog run, 92'x32' patio with grills and 38'x33' kids play area located on the west side of the building. A private 48" high iron decorative fence will be provided and installed on top of the retaining walls on west side of the building for added security. Exterior bike storage will also be provided on the west side of the building. It is intended that all utility meters and mechanical equipment will be located within the underground parking garage and not visible from view. The following site data is summarized below: PROPERTY AREA (EXCLUDING OUTLOT B) 5.52 AC PROPOSED IMPERVIOUS AREA 3.77 AC PROPOSED PERVIOUS AREA 1.85 AC PROPOSED ZONING PD (PLANNED DEVELOPMENT) PROPOSED SURFACE PARKING 205 STALLS PROPOSED GARAGE PARKING 135 STALLS PROPOSED TOTAL PARKING 340 STALLS PROPOSED BUILDING AREA (5 STORIES) 211,500 SF PROPOSED F.A.R_ 0.86 PROPOSED BUILDING HEIGHT 55.0' BUILDING SETBACKS NORTH =1T EAST = 85 SOUTH = 5T WEST = 85' A monument sign will be placed at the most southern entrance to the property off English Avenue. In addition, a building sign is proposed on the exterior of the building facing 1571h. The building sign will have individual lettering illuminated by interior bulbs attached to the building fagade. Both building signs will be constructed according to City Code and approved under separate permits. Exterior building materials include a complimentary blend of cultured stone, thin brick, LP Smartside lap and board/baton siding to compliment neighboring buildings. In addition, the architectural design will implement a variation of vertical plane (bump -outs) providing visual interest. A variety of complimentary exterior material colors are proposed to create visual appeal. The roof systems at the apartment building are designed as 4:12 pitched roofs utilizing lifetime quality asphalt shingles and incorporating dormers and architectural parapets. Each apartment will be provided with private patio/balcony. Building elevation drawings are provided in the submittal materials. LANDSCAPE PLAN -The proposed landscape plan is intended to comply with the City landscape ordinance and add visual interest to the exterior elements. Particular attention was paid to the main entry and perimeter of the building, amenity areas and surface parking lot boulevards. The proposed monument sign will be incorporated in the landscape plan. Other elements of the landscape plan include seed/sod edging, rock and hardwood mulches, decorative boulders and native tall prairie grasses. In total, the proposed landscape plan specifies 77 overstory/deciduous trees, 38 coniferous trees, 24 ornamental trees, 249 deciduous shrubs, 88 evergreen shrubs, 1,076 perennials and 545 ornamental grasses. All plant materials are identified on the landscaped plan along with a plant material list. The nursery bid list confirming 2.5 % of construction value will be provided as soon as it is available. EXTERIOR LIGHTING - Exterior lighting will be provided by a combination of ground -mounted, flood Lights, wall mounted accent lights and pole -mounted parking lot lights. All lighting is arranged so as to deflect light away from neighboring properties and public streets. The light source of each fixture is hooded or shielded to not be visible. DEVELOPMENT TEAM -Trident Development, LLC is based in St. Cloud, MN and has considerable experience in development and construction of multi -story apartment housing. Trident has successfully completed numerous senior living, apartment and townhouse developments in Minnesota and in Montana. Trident's team of real estate professionals have over 50 years of real estate experience. Trident and a third -party property management company will work closely together in the design and details of the community - to assure quality, functionality, market appeal and to deliver a quality living environment for all residents. PROJECT TIMING - We are eager to complete the municipal approval process and enter into a development agreement by the middle of June 2025. If approvals and design work proceed as planned, construction of the building could commence in Summer 2025. Allowing 12-15 month construction period, the building may be open for occupancy in the Fall 2026. Enclosed with this cover letter, please find a completed and signed land use/development application form. Also included are the following submittal materials: One set of 11 "x17" reduction plan sets One electronic set of architectural and civil engineering drawings Signed land use application form and deposit agreement We thank you in advance for considering this application and look forward to your approval and recommendation to City Council. if you have any questions, please do not hesitate to contact me at (612) 242-6097 or rogerf@tridentdevelopmentmn.com. Regards, Trident Development, LLC Rog . Fink Sr. Vice President Enclosures C: Scott O'Brien, Trident Development, LLC (via e-mail) Jeff Drown, Trident Development, LLC (via e-mail) David Majchrzak, Cole Group Architects, LLC (via e-mail) Arik Lokensgard, PE, Kimley- Horn (via e-mail) Tony Gleekel, Esq. Siegel Brill, P.A. (via a -mail) m LO N 0 N OR PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. Kimlev)))Horn PREPARED BY: ARK C. LOKENSGARD, P.E. 14800 GALAXI E AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED, PLA 14800 GALAXI E AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 PRELIMINARY SITE DEVELOPMENT PLANS FOR ORCHARD PLACE APARTMENTS SECTION 35, TOWNSHIP 115N, RANGE 20W APPLE VALLEY, DAKOTA COUNTY, MN OWNER / DEVELOPER TRIDENT DEVELOPMENT T R 1 D E N T 1200 25TH AVE S ST. CLOUD, MN 56301 TELEPHONE: (320) 258-4438 SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 v IVllrl 1 NORTH N.T.S. NOTES: 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C102 ALTA TOPOGRAPHIC SURVEY C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C501 STORM SEWER PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE SCHEDULE L102 LANDSCAPE DETAILS Know what's beIow. Call before you dig. C i O A �� LO L0 Z J Q d H 0 0 W H U) W W U) U) U) D W W Q 0 Z 0 W W 0 Z Z J m J o Q Q U O Lo = W O N U) 0 � F 0 U) OM Q O-) Q m m N m rn Q O W W _ O W Z Z Y Y Q cn Q w U W K I cn ID 0 U W i 0 U W O a Z JZ aW o 'LZ� LU z ADO O Q a j = a a ~ LU O a W 0� z O � W J Q z_ a a W SHEET NUMBER a_ C000 GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES GRADING AND DRAINAGE NOTES WATER STORM SEWER & SANITARY SEWER NOTES M N O (N C cB N IL U) W I- O z J ry W z W 0 U N N W c co 0 Q U c N 0 co O O c O E 0- 0 N O c N L U co m U O ca W 0 J I U OR 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS. 11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE -CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS. TESTS OF UTILITIES. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1. BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: PROBE ENGINEERING COMPANY, INC. ADDRESS: 1000 EAST 146TH STREET, BURNSVILLE, MN 55337 PHONE: 952-432-3000 DATED: 01 /17/2025 2. GEOTECHNICAL EVALUATION REPORT PERFORMED BY: AMERICAN ENGINEERING TESTING, INC. ADDRESS: 550 CLEVELAND AVE N, ST. PAUL, MN 55114 PHONE: 651-659-1301 DATED: XX/XX/XXXX 3. CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: • DENSITY TEST REPORTS • BACTERIOLOGICAL TESTS OF WATER SYSTEM • PRESSURE TEST OF WATER/SEWER • LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS • ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY 1. THE STORM WATER POLLUTION PREVENTION PLAN "SWPPP" IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7. EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE -SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4. THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6. PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. CLIENT -SPECIFIC NOTES 1. CONTRACTOR SHALL GRADE THE 10' ADJACENT TO THE BUILDING AT 6.5% OR GREATER, UNLESS NOTED OTHERWISE 2. FINAL GRADING SHALL INCLUDE THE USE OF JUMPING JACK COMPACTOR TO RECOMPACT THE SOIL ADJACENT TO THE BUILDING PRIOR TO THE PLACEMENT OF THE TOPSOIL 3. TOPSOIL SHALL BE FURNISHED BY THE EARTHWORK SUBCONTRACTOR, TO THE SPECIFICATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION. 4. THE UTILITY SUBCONTRACTOR IS RESPONSIBLE FOR DRAIN TILE CONNECTED TO THE STORM SEWER SYSTEM, THAT ISN'T CONNECTED TO THE BUILDING DRAIN TILE SYSTEM. 5. THE WATER LINE SHALL BE BROUGHT IN TO THE BUILDING, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 6. THE SANITARY SEWER LINE SHALL BE BROUGHT INTO THE BUILDING MECHANICAL ROOM, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17. PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18. SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW -GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. z O W w of z c U Lo z z z - 7- U) W J H Q Q 2i - d r O O rn U 0z U) Q o 0 0 Q L0 w Z 5 J W 2 O Z Y eiW =O W. � a ,"low J � 2i U) Y U) v �:: U) o =) N w rl- IN Z J m J U o W O Om o Q (D _ Y Lo N � o Q o-) N O 0 = U) Q W Q m Lu Z m Z Q Q m Lu Y w Q F � o 0 U W H O z J Q W Z W W ZI 2 O a Z b J a Z o LL ff LV W Z Z � � w 0 O Q � a Lu � J LLJ =ILL a a ~ Lu O a W � Z O ; � W J Q z_ a a W SHEET NUMBER a-1 a- C100 To: Rockport, LLC Kimley - Horn and Associates, Inc.: First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based is a correct representation of the land platted and has been performed in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a), 8, 11 (b), 13, 16, and 17 of Table A thereof. The field work was completed on January 13, 2025. Dated this 27TH day of January, 2025. P Russell P. Damlo RLS Minnesota License No. 19086 Probe Engineering Company, Inc. PROPERTY DESCRIPTION: Parcel 1: OUTLOT D ORCHARD PLACE 2ND ADDITION Located in the County of Dakota, State of Minnesota. Recorded as Doc. No. 3476763 Parcel 2: Utility Line Easements, Drainage easements, Ingress and Egress and Parking Easement, and Driveway Access Easements as set forth in Reciprocal Easement Agreement and Declaration of Covenants, Conditions and Restrictions (Orchard Place 2nd Addition) dated June 22, 2021, recorded July 13, 2021, as Document No. 3476766, as amended by First Amendment to Reciprocal Easement Agreement and Declaration of Covenants, Conditions and Restrictions, dated September 17, 2024, recorded September 19, 2024, as Document No. 3646253. SITE ADDRESS: Vacant Lot Apple Valley, MN 55124 TOTAL SITE LAND AREA: 706,720 Sq. Ft. = 16.22 Acres CURRENT ZONING: Sand and Gravel (SG) (Per City Zoning Map dated 7-17-2024) FLOOD ZONE CLASSIFICATION: Zone X, Flood Insurance Map No. 27037 CO210E, Dated 12-02-2011. UTILITIES SHOWN ARE PER FIELD LOCATIONS AS MARKED AND OBSERVED. REVISIONS ROBE E NGINEERING COMPRNY, CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS INC. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 PREPARED FOR: KIMLEY-HORN ALTA/ACSM LAND TITLE SURVEY REQUIREMENTS (additional Table A Items): No. 16: Proposed buildings for this site not shown. No. 17: There has been no current street construction at the time of this survey. Current Title Commitment referenced for this survey is from First American Title Insurance Company, File No. NCS-1167148-MPLS, dated 12-27-2024. The items listed in Schedule B, Part 2, Numbers 9-19 are either shown on survey, labeled as not affecting this property or labeled as not plottable on survey. Per First American Title Insurance Company, Title Commitment File Number, NCS-1167148-MPLS, dated 12-27-2024, Schedule B, Part 2 exceptions affecting this property are listed below: Item No. 9 are Pipeline Easements, Partial Releases and Grant of Right of Way and Encroachment Agreement is shown on this survey. Item No. 10 is an easement for trail and underpass purposes and is shown on this survey. Item No. 11 is an easement for right of way, sidewalk, trail, drainage and utility purposes and is shown on this survey. Item No. 12 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 13 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 14 is a Waiver of Objection to Special Assessments and is not plottable on this survey. Item No. 15 are drainage and utility easements per final plat recorded as Doc. No. 3476763 and are shown on this survey. Item No. 16 are terms and conditions of the Development Agreement and is not plottable on this survey. Item No. 16 are terms of a Reciprocal Easement, Covenants and other Restrictions and are not plottable on this survey. Item No. 17 are terms as contained in a Reciprocal Easement Agreement and amendment and are not plottable on this survey. Items No. 18 is an Access Restriction Easement and amendment and is shown on this survey. Item No. 19 is a Drainage and Utility Easement and is shown on this survey. CONTACT CITY OF APPLE VALLEY FOR SANITARY SEWER, WATERMAIN, STORMWATER MANAGEMENT AND STREET MAINTENANCE. 952-432-2500 CONTACT DAKOTA ELECTRIC ASSN. FOR ELECTRIC POWER MANAGEMENT. 651-463-6212 CONTACT FRONTIER COMMUNICATIONS FOR TELEPHONE MANAGEMENT. 800-778-9140 CONTACT CENTER POINT ENERGY FOR GAS SERVICE MANAGEMENT. 608-223-2014 14800 GALAXIE AVE. STE 200 APPLE VALLEY, MN 55124 DESIGNED CHECKED DRAWN DATE PM 1/17/2024 SCALE AS SHOWN JOB NO. 1871030 ALTA / NSPS LAND TITLE APPLE VALLEY, SHEET REV. 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I I 1- I .. -1- .. ,l"ZjI 1 11 1 1 1 1 1 1 1 ®DENOTES EXISTING STORM MANHOLE 11+111 IIII.11;IllI 00 DENOTES EXISTING CATCH BASIN \ IIIIIIIIII �\ id I l filll fill 111 +++!! I I I IR I I n DENOTES EXISTING F.E_S. // / / + f I I I I fill +III I + + I !III + + DENOTES EXISTING HYDRANT 11 / 1 I I I) I + I I ++! + QS DENOTES EXISTING SANITARY MANHOLE / / l / 1 i f f I I + I + I I I III + I ! _ _ DENOTES EXISTING RETAINING WALL �+ 0 o- DENOTES EXISTING FENCE �+ ��! IIII llll 11+l +111 III+ II 1 DENOTES EXISTING UNDERGROUND COMMUNICATION LINE l I ( • DENOTES EXISTING UNDERGROUND GAS LINE I �11IIlI�Ill�lllllll+) 1111111 REVISIONS ROBE COPLANNERS andlNEERSLAND SURVEYORS ENGINEERING COMPRNY, INC. 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 PREPARED FOR: KIMLEY-HORN 14800 GALAXIE AVE. STE 200 APPLE VALLEY, MN 55124 DESIGNED CHECKED DRAWN DATE PM 1/17/2024 SCALE AS SHOWN JOB NO. 18710.30 DENOTES EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING UNDERGROUND FIBER OPTIC LINE — a•— DENOTES EXISTING OVERHEAD WIRE m10 DENOTES ITEM FROM TITLE COMMITMENT, SCHEDULE B, PART II ALTA / NSPS LAND TITLE SURVEY APPLE VALLEY, MINNESOTA !9 0- In M CV O CV C L (B ILL Z J W I M W C c6 Q 0 a C 0 M 0 0 c N Q _o i U C6 cu U L 0 I c� W 0 J I 6 / \ \q, \ '\ 11�1 I e I z I a , � _ 1 \ / GRADING LIMITS - OFFSET > / / / GRADING LIMITS - OFFSET o - \ / I I 11 I I 2' FOR CLARITY (TYP.) / / / / / 2' FOR CLARITY (TYP.) \ \/ \ �\ 4 �- - - - - I cr) vs ��------- II / \ / - \ 90�SILT FENCE (TYP.) , I / / 9.49%I / / \ s34/ y ► I I - / �% 932\ �\ \ \ \ I \ 987 \ \ I o cn I // I E II I I \ \ \\ \ \ �. 11.22/0 \ III �III�,,�II�;rn� i 13.820/( I I 1.- I I I l 4V \ I �• 1 1 I I I � 0 0 � I �-1 �- �I � I 13.80%I I I I �1 III II I I I I 0 I \ \ \ \ ► I I I < .II I I I I I III I I I �I I I y l I I I I o 9s I I I I I ► III I 1945 /� / III I II I IIIII�I� I I: II I I I I I � � \,�.�� N I I I I GRADING LIMITS - OFFSET > a)�' �, I I 2' FOR CLARITY (TYP.) I I 1739/° I " C,4 I N I I I I I I I I I I / o/ INLET PROTECTIONcu III IIII� o I II II I I III I I I I 0- I � I I I BUILDING LIMITS / , /• / gtk IIIII I W II II .II I �/00// II°M I I �M I II I 1 \ \ \ �\ I , ,■ / I I I I I I I I MI I I 1 1 \ \ ROCK CONSTRUCTION ENTRANCE I I I I M r' \ /• / c I I, / ,= I I I � \ GRADING LIMITS -OFFSET /III III � I 0) I \ \ I \ / / I I I \ J s2 FOR CLARITY (TYP.) 0 / I I rn 6 - //iJI J III I\,ll I 11 � '0 / / / / SILT FENCE (TYP.) / / /// it I. / I i I I \ \ rr '5 / // / / I I \ � r / , r / � rr / //r I I I I II \ \ r/ / r / 4.68%I1 I AREA SUMMARY � 5010 \ II �► 111 / / /% / 11.42/o _j L_ \ I cn I I i III I I II► / °,/ �� � ,� / I I � I I \ \ \ \ II ►► II III I / / / /� ,■• // / I I I I \ \__ \, I \ I I II fill III / ��/ • I I \ \ _ I I I� I I�I� F 01 TOTAL PROPERTY AREA 6.16 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 6.16 AC PROPOSED IMPERVIOUS AREA 3.50 AC PROPOSED PERVIOUS AREA 1.98 AC TOTAL DISTURBED AREA 5.48 AC �a z I • h / 1 LU / I 3 ✓ > -^/ \9 \ - - - - - - I I 945y I I / PHASE I BMP QUANTITIES r o7-� -_$- �_ __- - ___ �, _-`-�F �_ \ \ ✓ � � / SILT FENCE (TYP_0 _0 co ir .) F. o I _ - - - - GRADING LIMITS - OFFSET _ _944_ - \ T► \ \ - . • I I / 111� a - J \ -t- - 2' FOR CLARITY (TYP.) _ _ \• \ ♦ I 111 - - - �945 � -946- � � • � - - ---� --- -- j- - - - - - - - - - j--------- /-------- �- �� i a, INLET PROTECTION,=- --_ ____�� ==-_ - - - - - -- \ - \ \ 1 57TH 5TREE�\ WEST \ SILT FENCE ±1,100 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 2 EA LEGEND :•-•-•-•-•-•-•-•-•-•-•-•ROCK ENTRANCE - EROSION CONTROL BLANKET ,'% INLET PROTECTION SF SILT FENCE • ■ ■ LIMITS OF DISTURBANCE 00 U) z O U) W EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 0 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES Z SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. zLO 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL z PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT w SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE H CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS U a REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT p rn U SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN U) U � APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A QO o 0 PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. T 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE z INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. p vf vf z Y 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM e w W W EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. _ 3: 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE Y F- AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING No U AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE N W TRAILERS, AND TOILET FACILITIES. r` 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF 4�Z- MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS U m U CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, Q Q LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. w o N O c w N 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE W oM Q co >_START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS d o N m o PRACTICABLE. _ o w z z Y � � U 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS Y � o o OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. SWPPP UPDATES & AMENDMENTS THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 1 SEQUENCE OF CONSTRUCTION 0 H Z W 2 W U) 1. INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE W INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). � ♦ V NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS O 0 Q J OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION Z PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND � a. W CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR U) Q DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE Z F- IS NECESSARY. O (.5 = O V aLL NORTH p Q z 0 a S3AOLE IN FEETGO Know what's below. z OGRAPHIIC 15 Q J J 0 H Z O U r W a a ZI 2 F_ Z o 1.. W o W00 W a a LU - J W a > w W LU Q J LU J a a Q Call before you dig. w SHEET NUMBER 0- C300 021 '' ^- �J M Y N N C L (B N ILL U> 7q z J n TN 1 L7 W I M W W a) W C c6 _Q 0 Q C 2) W M 0 A- 0 N Q 0 m U c6 CL cB U L 0 c� w 0 J I 021 \ % GRADING LIMITS -OFFSET > 2' FOR CLARITY (TYP.) \0.000/ I I \ • W W W W W W W W W W W W W W W W W g4$ W /W W W W W W W W W \W T W W W W W W W W W W `////�\\ \\ \ I • W 11 /W W I W W W W W `i�W W W W W W W W W W W W W W W W W W W W W ♦.(75�3� W W W W co W° W W W W v�C�• W v�W W+ GRADING LIMITS - OFFSET / 2' FOR CLARITY (TYP.) W W W W WW WWWWWWWW11� IWWWWWWWWWW.YWW W BIOROLL (TYP.) 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W .�. \ Q IW W W •.>..WIW W W W W W W � \ W W W ::: :::: :::: :::: ::: :::: W 9 W W W W W ICY ♦ Dv // // / / / // / /� ■ •W (�/ I W W W y1 W W W W W W \ W W W :':':':':':':':':' 2.91 %.. : : : : :. . . : : : : : : : W 1Jg ••' •I l/ // l W W I ♦ / / / / � :S' 1 W W ` f `� W W W `� / s•,••.4 � III r O G R N W W 1p II � (qW� W W W'• t,W ., .,•`W .• W •. W,. W. ♦.+'.W,.♦•. W•' W\ W W II II I EF. PLAN BY I W W W W W W �' y ' W W \ W .. W W W 939 OTHER FOR / "co Cco / / ■ W W J. W (� '• III V' V III to DETAILS)I W W Wj1Y W W W W W W v W W / / 1(1/ / / j I W W W W° •`.W W `\l� W. '(' W W .. .•.•..`?8 1.86°/p I III III / / I / ■■ W W W W�1 W W W• �. `a1�\ W\W W \ nWO`p ^ W v W 1 I J46� / / / W / W W W W W W W , �. W� ,', .. W W \ \ . • W W ,I'* • I I I / III ,•<Cn r r \ \ W W W •J`•'.i•. W v .......................... :V• V 11 ■ W W W W W W \ I S RT--.r-945 W W .. _ INLET PROTECTION (TYP.) M W W W C RT W W W W ^ W v 6i o I III / ■ W W W / ■ W� W W0) W/ W W W N W W W W / i'REF PLA�S BY W W W W W v W W %': ':., "•��� W W I III I / \ •944LL O ER FOR > WWWW /W W W W W W I I / ETAILS\ \ \ W W W 'J}• W943 \W W W W .•.` `W W W' W W W W W :a: / PHASE II BMP QUANTITIES I �0� 7 / / �/ -- -- --_ -_ -�I-�AW �9Y 2 W W W�W 2 \W � W W W W •�'\gWW W�9\, g .'.�' ;♦ W W W WW W WW WW W WW W WW W�WW W �W WW W\WW W WW W WW W W W �Wv�W WW WW W W W� WW lW W WW/ W WWW SILT FENCE / / SILT FENCE ±1,600 LF (TYP.) �937- W 938 SILT FENCE 2 s W INLET PROTECTION 16 EA 5.72�9399 940 (TYP.) _�g43 W W � LLJ ROCK CONSTRUCTION ENTRANCE 2 EA -941 /Ir ���j�`/y W W/ � I / - - .942 - - - - I "W W I I / BIOROLL ± 150 LF -g44_ GRADING LIMITS - OFFSET _ - - _944- - ��� W W W W _ - - - ■ W W W W I / 11/ - -r- -945 _ 2' FOR CLARITY (TYP.) 945• �■ W W W I\\ 946 - 947-- �_ -_•946 _948- _ -� B�IOROLL-(TYP-) -• - ---�- -- ___--- _949- -947_ - ��___/ �i_%� - . W /•. ! � - -- - BIOROLL (TYP.) -----1----------------- ------ ---- - / j - INLET PROTECTION (TYP.) - \ \ Knowwhatsbe�OW. _ _ -------947----- - - -r9 \ H STREEWEST�� `V9� yA8 9A) 157T9gS \ 9gA \ \9A \ 9g Call before you dig. 9A6\ TOTAL PROPERTY AREA 6.16 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 6.16 AC PROPOSED IMPERVIOUS AREA 3.50 AC PROPOSED PERVIOUS AREA 1.98 AC TOTAL DISTURBED AREA 5.48 AC i m LEGEND ROCK ENTRANCE F_ 0 EROSION CONTROL BLANKET 0 INLET PROTECTION NSF SILT FENCE vJ • LIMITS OF DISTURBANCE z0 X X SAFETY FENCE \> LI I BIOROLL � EROSION CONTROL PLAN NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN THE STANDARD DETAILS THE PLAN NARRATIVE ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. O 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES Z SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. LO 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL z z PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT w SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE H CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS U a REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT 0 � rn U SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN � f v 0 APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A QO o L p PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. T 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE z 5 INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 0 Z Y 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM w W LU a EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. _ � 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE Y F- AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING o U AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE N W TRAILERS, AND TOILET FACILITIES. r` 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS U m U CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, Q Q LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. w o N 0 � w N 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE W oM Q rn m m START OF LAND -DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS d o N m o PRACTICABLE. _ o w z z Y � � U 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS Y 0 o o OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. III 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF -SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. SWPPP UPDATES & AMENDMENTS THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. PHASE 2 SEQUENCE OF CONSTRUCTION 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2. CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3. INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4. COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6. CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7. AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE -STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. GRAPHIC SCALE IN FEET 0 15 30 60 1 Z z�.a azJN W a LU J Z cn cj) O - oa OWa W U) Z w 0 U Cz G z (> H o J ~ W W a W O Z G Z ADO O Q Er a� J o=LLJ LU LL aa~ice LU 0 DC a W J z O > Q a z Q W SHEET NUMBER 0- C301 co LO N O N m U7 z Q J I W I- 07 4 U V) C co Q U C M 0 O O W Q O N O N W U co Q L- O LU Q J I / OR RF11L .y .y ................................................... \. \. C W \• W W W W W W D .. .. W W N I W W W I Y W W •Y W U I W W W •Y W W ` W W W W W W W G B ,I, .. .. •.•O W F D W O I W W W W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. .y . .• '. . .•.'.'. . .'. .•. . .'. .•. . .• •. . . .• '. . .•.'.'. . .'. . . I . . . . . •. . .• •. . . .• '\.•.'.'. . .'. .•. . . . .\. .• •. . . .• '. L 1{7II 1{7II 1{7II N 1 .: . . . II II .I. . I. .I. I . I. I . I. .I. T 1 • a /r\ .'. �� ............. . 11.52' HEIGHT aW W W W W W W W W W W- ......... I I I w 48"ALUMINUM W W W W W •�." W W W W W W v W .... W W III / 2 / �W / v FENCE W v W W W W v W L,.W . ...... W W III 66'� WW W III .' • � W / W W W W W •Y •Y W W W W W •�••E'• W v � � N . . . . ... . . . . . co / / W/W W W W W W •Y W w W W o SPORT W W W W W v N ''' / / W// W W W W W •Y w W W W W W C� W W W W W v W 48"IRON COURT W W W W W W " "III I III V W REF. PLANS BY DECORATIVE FENCE ( III LLJ I III W -0/ OTHER FOR ALUMINUM FENCE. REF. `�.;. W � M • �W W W '� � III i I III / W W W W W •Y W W •Y •Y W W DETAILS) ARCHITECTURAL PLANS �• W REFUSE PAD Q 1 �/ a.— -V� �• - W V• •Y —Yr� W W W W W W-.," W FOR DETAILSIN W W W W W W W V�III I I III �C �+N W W W W W W WOW W W W W W W III cn _-- �`Y� W W W W W I W W W W W W W W W W W W W W W W W W W W W �•'" -.IL `Y �.YL= W W W W W W W W W RETAINING � � �� � ti � W W W W W W W W W •Y "Y W W W W W W W W ,Lm �• W W W W W W W ' t W W W W W W W •Y •Y W •Y •Y W •Y •Y W W ` •,W W •Y W WALL - MAX. O 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 9.88' HEIGHT __j � - � '� `Y— � W W W W W W', _ W W W W W W W W W •Y W W W W W W W•, W W W W W �,,. ,i � I III �" W �W W W W W W'` W W W W •Y •Y W •Y •Y W •Y •Y W W W W W PROPOSED `�' Z JJ f W W TRANSFORMER I 15- EXISTING COUNTY J\ W W W W W W W W W W W W W W W W W W w W v _ W `III AIL W .tJ. W W W W TRAIL W W •Y •Y W Wlll I I III U 1 O W \\\ > \-------- 7- 0 ,/�---- .�-------- ----------- ---------------------- a� ___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 157TH STREET WE5T V) III LEGEND -X—X—X—X—X- SITE PLAN NOTES m PROPERTY LINE W H SETBACK LINE Q DRAINAGE AND UTILITY EASEMENT PROPOSED FENCE RETAINING WALL PROPOSED CURB AND GUTTER W z O W STANDARD DUTY ASPHALT PAVMENT j W STANDARD DUTY CONCRETE PAVEMENT / SIDEWALK ASPHALT TRAIL I 1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS I OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING ¢ DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED III LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. I •� 2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & i I I PARCEL INFORMATION. I I" 3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE I • : I� NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS I I ,•: ARE ROUNDED TO THE NEAREST SQUARE FOOT. I '; • 4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR I RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5. TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. �\ 6. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE \ SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. SITE DATA SUMMARY PROPERTY AREA (EXCLUDING OUTLOT B) 5.62 AC PROPOSED IMPERVIOUS AREA 3.77 AC PROPOSED PERVIOUS AREA 1.85 AC PROPOSED ZONING PD (PLANNED DEVELOPMENT) PROPOSED SURFACE PARKING 205 STALLS PROPOSED GARAGE PARKING 135 STALLS PROPOSED TOTAL PARKING 340 STALLS PROPOSED BUILDING AREA (5 STORIES) 211,580 SF PROPOSED F.A.R. 0.86 PROPOSED BUILDING HEIGHT 55.0' BUILDING SETBACKS NORTH = 12' EAST = 85' SOUTH = 57' WEST = 65' KEYNOTE LEGEND AO CONCRETE SIDEWALK BO ACCESSIBLE PARKING STALL CO MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER DO ACCESSIBLE CURB RAMP OE ACCESSIBLE PARKING SIGN OSTOP SIGN AND STOP BAR OAREA STRIPED WITH 4" SYSL @ 45° 2' O.C. HO STANDARD DUTY ASPHALT PAVEMENT OLANDSCAPE AREA - SEE LANDSCAPE PLANS JO COMMERCIAL DRIVEWAY APRON OK HEAVY DUTY ASPHALT PAVEMENT OL B612 CURB & GUTTER (TYP.) MO FLAT CURB ON TRANSITION CURB OO COSSWALK MARKING GRAPHIC SCALE IN FEET 0 15 30 60 OI z z U LO z z LU < J Q Q O rn O 0 z Q o Q O Q L w J a� U) W O -- z Y J zo w � a � J � 2i U) Y U) N (n o � N LLJ @ � 14 "Now o J O Om o Q cfl _ Y LO N � o Q o N O Z 0 _ U) U W U Q w Z m m Z U Q W w 2 U w cn 0 0 U Z Q J a w v LIJ U CZIC W O a Z I..L J (L Z W o1, LL H Z LV Z 0 OLI Q LU ILL = a a ~ W LU O a �> z O LU a - Q z a Know what's below. w SHEET NUMBER Call before you dig. � I C400 Q M L0 N O N M W 2>1 c6 LL 0) 70 Z ^J LL Z 0 Q L0 W a) O t W c cu _Q 0 U C ^N 1J M 70 O O W Q _0 W W U C6 Q (B U L O c13 w 0 J I 021 S I ( 1 1 rn 41-1) 0 M ME:947.78 y W y � y y W .V W y 948 ME:948.04 y y y y W y y y y y y y y W y y �Il y W W W W Vr W W W W W W W W W W�W W W W y- "wo V' 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 i5•V�W W W W 3 ME:945./y y W W W y W W W W W W W W W W W W W y \W W W (W W N W W W W W W \ ' / V\ \ \ ME:I 9ME:943.60 y "r -W--W-. -W -W _ W -y W W W W W W W W W 943.61 W , W��W/ \ 1 W I W y y 946.25�W(/ \ \ 1 3? W • 944.28\W V s/ W W W W W W W W W W W W W W W W y W W W y °/ 944.52 945.36 W p// W W W W W W W W y y W W y W W W W / W W W W W W W W W %' • / 946.86 i ` \ I I`• y 0�5 945.40 W W-W W W -Y V y y y - z z W q 946.90 _N� w w 946.51 / 'o w W y W W W W W W y W W W w w 944.95 \\ \ \ • �� / y W W W-W W W 946 W W •Y W W W W W y •Y W W y W W W W W W W W W W �W W W W W W W 1`l1 V \a W W W W W w y V• W W W W W W W W \V 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 s 1* ° 946.41 � \ I� TW:945.52 v y y V y y y W y W W W W W W y µ� W y W W W y Y y W \Wj W W W W\ W W W W\ y W W W W W W \\\\ \ \ I BW:945.49 �'�s, W W W W •V •V W •V � W W W W W W W W W Ico W W w 946.61 �Y .W W%c`V W W W W W W W Wy W W W W 945 W VM •V W W W W W W W W W W W ° 3 / �� \\ \ I d- y W �•8n° W W W W `IY W W W W W W W W W W W W/ W \W V' 0/ W \�S. W VVv12.650 \ I \ \ °' • •9A y y W V I y 946.75 G:946.22 \ �C, u� yy I\\ °y ,°W W '4. 4 I $%I•I.946 % Q,/co i� 944 \ 4-1 O\ 46.80 T/G:946.61\�6) i9 G:943.96 ('946.G � G:943.80 :944.50 e`" BW:941.5KjDSIPL cn °\°G:945.95T/G:946.74 c A 2.8 O_\ ME:941.06 E g41 (R F.PP NS G:945.71 y I I I 947.18 THE FO \ 946.76 LU W od \ y V \ i I � EXISTING REGIONAL � \ \ TW:946.78 y ETA sr�%� 946.74 G:946.69 °J / BW:946.76W__9W�" �" °" .97j4l6.•7V ^ W °G:944.09 STORMWATER TREATMENT POND .G:945.16)e � W G:943.87 �G:944.48 TW:946.71 % O BW:939.21 W .79 946.90 0 2'26%7 G:946. ° I .4 ME:937.83 946.85 3 7)6.45 946.79 0.31/ o y 9" I 1 TW:946.62 .V .r °\° a -946 946.69 0 �93 W G:946.50W o N \ G:943.85 G:943.98 rn 3 ` \ 2 _ / / / 1/ I BW:939.21 v W W ti 00 G:944.77 G:944.59 \ �\ -9N 33� W y IW y W W W W G:946.11 W G:944.77 TW 946 68 III LEGEND II :: .33 '11I'• 925 I I •.� I � � f E:944.95 I I II T/6:945.12 i T/G:944.88 E:944.67 T/G:944.84 ini 100.00 HP:0.0 G:0.00 T:0.00 T/G:0.0 ME:0.0 TW:0.0 BW:0.0 0.0% 0.00°or PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED STORM SEWER PROPOSED SPOT ELEVATION PROPOSED HIGH POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION MATCH EXISTING ELEVATION PROPOSED TOP/BOTTOM OF WALL ELEVATION PROPOSED DRAINAGE DIRECTION PROPOSED GRADE BETWEEN POINTS GRADING PLAN NOTES 934 W y y 0')"'. st►,93 _� I ■ BW:946.76 W W 946.7�7 946.86 y W W W W W 26�0 \ \ 11p°I° W ������� 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS 0000 !, a $\ G:945.49 G:945.30 V �jb� W ' \ W y I AND BUILDING PERMIT REQUIREMENTS. i3 :.W \ W �o y + 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO93$G:944.89 ME:95.14 934 G:945.25 G:945 WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 'I I■y W` W 9 y.v WWW y WW Wv y ^\° .y W 0I G:®943.75I\ G:943.757933162I G94434 W y 0 9326 0DPI I a 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. G:944.36 I •. oft T/G:945.31 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND 3 930- :Ao / 7 \ \ •52/0 2 0 0 945.79 o .88j �1.98/0 \ TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. \ \ I I y I W W rn o \ \ \ NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING \ 1 l I II�II III III I I\ I I I I I• y I y`O*v ' WW IW IW IW W �W WI W .yWW .94WW6° .4Wy 1 \ " G:9I 45.08y 1V �O\A /I _ THE PROPOSED DESIGN OF THE PROJECT. -929 W g\ /° 2 ..38945.98 G:945.86 G:943.4:.% T/G:95. IN PAVED AREAS, ROUGH GRADE TO SUBGR ADE ELEVATION AND LEAVE THE SITE REA DY 946.41 ME:945.13G94383 FOR SUB -BASE. 927, G:943.95946.75926 BW:940.2T/G:945.92 G:944.16 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO 9294680 G� 't HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. 24_ 44 //W945.76 5W WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING923 :944.16 V 45' 922. \ I I 946.57 y W y G:943.70 1 I y y -°° G:944.26 W W\ W W W W - PAVEMENT.1.48% T/G.945.92ME:939.84 II I v W A y W y W W "' \W W % W 44 yW•,� W W / Y/� O •Yl � 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVA TIONS GGG:943.68 ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTEDG:944.23 1.830 O_T�74(REPF�IN AO° W 946.79 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITYER F R PROPOSED 43.32 L)T TAI9461 le ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THED APARTMENTS T/G:9G:945.21 1.50/° /G:945.31 �CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. O169° 3.00r.G:943.32 :. 33 -f500 SF .97/ �� O '� s I I I T/G.946.14 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND I I I I 135UNITS W W W W I f s3j3j3S'_ I I I I �� II II II�II � III II I IIII II IIII I I III I II 1C3Irn6 i 1'II•O a y\`s�V � WyV, WwW\ l.W I�I . V y .1/08 / / \ GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO T/G:945.30 T/G G:946.79 COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25/IN ASPHALT PAVEMENT FFIFE: 947.00 ME:939.83 G:946.13 944.70 AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. I GARAGE LIFE: 936.00 G6.04 T/G:943.35 co 'IT1 :4337 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT �T/G:946.04 T/G:4604 2.73% 945y W WW y V 2.35/944.87 w wbGRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE co y�3 ° GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER . Wo- 945.02rn G:943.43I\\ W W W 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED 00 (r7 9460 4. CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED .EXISTING REGIONAL °' v2.34% G:943.68°I°VN STORMWATER � I I II III' I I II I IIII I II I I ■ •V6'' �y Wo 1'W W �� W 9W46.76 y �yy W Wy y WW 2Q ? 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSINGTREATMENT POND 946.36 o .% 946.39-08 DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDAR DS: G:945.44946.70 946.44 .62% W //�/ ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12) 3 946.4:..SIDEWALK CROSS -SLOPES SHALL NOT EXCEED 2.0/. i I I BW:939.58 y W G:943.25 vs / p. 3.940 � Q LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. J � ■ y W y W W °\° W �\ ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY S V W y W W ti� J I I I I I o G:943.57 T/G:945.86 // G:946.11 DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. G:944.58 ? W W ( / w W W w y v / SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA 939i v W W y y W y �d W W TW:946.25 y 3•" O COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY S (n�0 / /JI' I I v- `Y W W I W W V W `�' BW:946.15 �' LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE �V 0 W W W / / ME:937.62 �i /� y W W W 3 4� I° Oolo y y y y T/G:946.30 / / ACCEPTED FOR ADA COMPLIANCE ISSUES. c� v v W W ° G:944.46 o y W y y y �� v 3 W W rn W 4I ME:946.26 / / //� 0`L / / / / ■y y 946.96 W W rV W W W y G:943.63 G:941.89 ^\° 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE G:942.62 y �^ / / / AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL 94 / / I I W W W 00 �� / • yO' r s W W Y I W W y W�SLI 2'89 /3 85% p� W W / ' / CONDITION. LANDSCAPE AREAS SHALL BE RE VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. / / 946.31 G:945 W y .98 9 / // / / J V 946.54 � TW:943.09 W W W 6, l 0,5 / / / ■ / / W I \ 2 BW943.09 v gl�� v / �� 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 3 03 �� c v y 22S° 946.31 W W W W L36°I0 W W W W W W W TW:943.50 W // / REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY �oo W / G:945.93 BW:940.84 y I SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. (1/1 � /■ Cp y I I O` W W W W 2.79% W y 7 40 I 111 ' rn OG R N 946 ``' 946.34 G-943.19 943.74 �" I W W y ol0 y y y y y y y G:940.21 G:939.93 (FEF. PLANBY W W 946.37 939 / y OTHER F W946.24 TW:94423 °' TW:945.22TW:947.06 DETAILSI)R BW:935.55 ' I W W v\° BW:938.51 93 BW:939.18 / /y 946.98 W W W IW y W 946.30 0 W TW:944.77 ME:935.56 / ^^ I 946.59 BW:936.65 y W W ^�V O Wei v W G:937.87 y W III 945W�l` ,y ,y I _ g46 I 946.02 W W .70 W W W 946.70 / // /■ W W •V y W W W W W `V `+ G:936.24 1 to rn 946.37 W W W q 1a% G:937.38 S / ME:935.11/ 00% S RT W`� W W W •V y W y y y W W >i -, �/ / //Lr /-/ /- ■I W r//WW W WW W W•V yy y W Wy 3r• •V O y y •V y W.y W/ W W W y W II I WW &--W_W =WW W 966yW TW G:936.7w6 WW WWWW I 1 QLzU TW94699 TY\ W:946.77 co BW:937.10w �ROE F PLA S BN. G:936.02 5.010 ERF R Bw:946.77LLJ LS)ETAI93707 937.22 -fik 946 voW . III I IIIIII / / / 946.37 946.86 i • M 6.79 =�938 W 9 y �W TW:946.56 _ ■-��9 W -k W .V BW:942 82 W 94 `V W W W W W W W o W W W W W \ ■ �`��fjO_ W . O �W_9- - - 4=o v 4�` ■y V .W -W WW W �W�y�WWW •WWW CWWW �g� WWI �WWiV WWWV yv �NWWy WWWW WWWW v•WVTW:WW947.y0W•V0 / •yV •WyV wWWVTWWW :9w•V45V .9yyy8 y W Wy co/ -937- o30W 4S°\° BW:937.12 BW:937.34 W (=ZS) ,\ 938- W 946.54ME:94139939- 93.53o, _940- 9657W 94g �941- QW ME:943.60 vil�-g42 _ 946.19 6 ME:946.15 ----944- II II /IUIII I11'pI lI1II I' / /L y 947 ME:945.88 - _ 948 - ME:946.08 949 - > \ \ _/ - M E:943.49 / \� ---- 950�: ��� - �� - �. ME:943.31 17 ----1z- _____ -- _----- 3 \ I57TH STREEF WEST \ \9A sg2 s \ \9 9111, 3\ RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRAPHIC SCALE IN FEET 0 15 30 60 Know what's beIow. Call before you dig. vJ Z O U) NW of O I Z z U L0 z z � J z U) o O Q H `cs w J W U) 2 Oz z H W OLU z I W 2 m Y U) o U N W W 0 m J W O 0 (0~ In- Q (0 _ Y N N Q Q N CD Z 0 O U Q W � J Q } m W M m Z J Q m Q W Y U U) 0 0 U ZI 2 W O a Z 0 J Z o1..W LL W Z ` Z ADO O Q � a LU � J LU o=aa >� LU O a W z O > LU Q z as Q W SHEET NUMBER 0- C500 Q L0 M L0 N O N C c6 N LL z J 0- W W 07 0 G7 L6 m W c cc CL 0 U 2) W 0 M O O N Q O a� a� L U C6 CL cu U O w 0 J 021 r � / \v ` EXISTING REGIONAL �` 1 STORMWATER TREATMENT POND ` I 1 J � i \ \1 \ I I 1 I I \ 1 I I I \ NYLOPLAST 35 \ \ I I 33 LF - 12" SD RE:945.08 \ I CONNECT TO EXISTING STORM STRUCTURE /@ 1.00% IE:941.00 SW - - - S - - �- - - IE:930.95 S STMH 31---L-- RE:946.05 IE:937.53 S /I E I:931. NE E:931.28 N 40LF-18"SD / @ 1.00% NNECTION IE:937.93 S IE:937.93 N KIDS I AR (REF. PL OTHEF DETF 93LF-1I8"SD @ 1.00%� I lid ,1 / G `29LF-18"SD @ 0.60% �CBMH 1 E:943.24 I E:933.49 W IE:933.49 S IE:933.49 N I III I III III i III III I III I III I I III � III i III I I w I III ® I III I III -41 LF -15" SD I III W I III - RE:945.21 U 1 Mr-M rvr-1 UUNNtU I IUN (I YF'.) @ 0.60% III i I I III IE:942.00 NE DETAILS) I III Q I III III I III Pow- Lui I III \ \------------------- - _ -- OM COM\ COM - COM - COM COM COM COM COM COM �COM - - - - - _ - COM - - - _ - - - - - - T ------------------------------------------------------------- ii'L/---- -- I57TH 5TREET WE5T 1 1 � I I I I I I I I I I I I I I I I EXISTING REGIONAL STORMWATER I TREATMENT POND I � I 1 i NYLOPLAST I9 RE:945.94 IE:938.87 S IE:938.87 N I I I I i I I� I I I I I I I I I I I STMH 55 RE:946.11 IE:940.49 S IE:940.49 N NYLOPLAST27 RE:945.65 IE:940.88 S IE:940.88 N / 'A DI / /\ NYLOPLAST25 LEGEND W Q PROPERTY LINE 0 O PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) 0 PROPOSED STORM SEWER CLENOUT PROPOSED STORM SEWER U) Z PROPOSED ROOF LEADER CONNECTION 0 PROPOSED WATERMAIN PROPOSED SANITARY SEWER STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE O SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. Z 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 Cj LO PVC SCH40: ASTM D-1785, D-2665, F-794 Z z ■ DRAIN TILE SHALL BE: PE: ASTM F-6667 LU PVC: ASTM D-2729 Q Q FITTINGS SHALL BE: o � � o RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 v) U) z HDPE: ASTM D-3212 U o PVC: ASTM D-2729, JOINTS PER ASTM D-3212 o o O III PVC SCH40: ASTM D-2665, F-794, F-1866 Q o w J 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. W U z 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND O Ff w Oz TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. W W w NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING �_ (n THE PROPOSED DESIGN OF THE PROJECT. Y U) N 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. N W w REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY @ r-- SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. Q 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. GRAPHIC SCALE IN FEET 0 15 30 60 Know what's beIow. Call before you dig. Z J 00 J Uj O 0 c d � Q (0 _ Y N ~ N Q rn Q N O 0O U Q w � Q } m w Z m Z Q m Q w Y U U) 0 0 U W �Z Q � J � a 0 H cn W zl 2 o Q Z 0 J a Z o LL W LU z Z ADO O Q a J o=aa�>� LU O GC a W J z O > LU Q z as Q W SHEET NUMBER 0- C501 Q I- Ln M U7 N CD N C L (a W LL z J I- J_ I 0 W t 0 C cu 0 U W M O O C N CL _0 W W W U cu Q M U O c� w 0 J 021 L U O Q C \ ° \ �� \ \ \ _E Y 0 m 0 \ a) U \ 0 / C P / \ ` EXISTING REGIONAL E STORMWATER Y TREATMENT POND ` I � I � 1 0 I O \ I I \ \ I I \ � V- W /L 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 W W W W W W W W W W W J• W W W I7v I CONNECT POWER IN \ ROW. CONTRACTOR TO W WW I COORDINATE AND VERIFY WITH FRANCHISE W W I W I UTILITY COMPANIES ON EXACT LOCATION W W I I W / CONNECT COMM IN ROW. CONTRACTOR TO / I V 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 COORDINATE AND VERIFY WITH FRANCHISE W I W W W W WSW W W V- W W -Y W W W —�—.� -PROPOSED TRANSFORMER W W W W W W W W W W W UTILITY COMPANIES ON EXACT LOCATION WI 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 Li W W I. 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 W W W W W W W W 77 W W W W O 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 CONNECT GAS IN ROW. CONTRACTOR TO W W W W W W �OW W W W W P( COORDINATE AND VERIFY WITH FRANCHISE W W W L W _ UTILITY COMPANIES ON EXACT LOCATGAS GAS ION — W W W W W ELECTRIC SERVICE W vr1� vr1� vr1.� _ TELECOMM SERVICE CONTRACTOR TO REMOVE AND W \ SALVAGE EXISTING FIRE HYDRANT. W W W W W W W W W W W W NATURAL GAS SERVICE \ RELOCATED W( W W I W W W W W W KIDS PLA Y W W W W AREA W W (REF. PLANS < HYDRANT W W \ W OTHER F W W W \ W W W � W DETAI i W IW W W ry� W W I..LI W I W IW W W IW 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 IW W W W W W W W W 6" GATE •� � W W W � `}' W W W W W W W W W W 6" HYDRANT \ WW WWWWWWW LEAD W \ IW W W W WWWWWWW WWW 4" DOMESTIC 1 IW W W W W W W W W W W W W W I I I O 7 ■ I W W W W W W W W W W W W W W W W W 45° BEND 450BE W W 4" DOMESTIC WWWWW E I W W W WW W WW WW W W W W WATER SERVICE W W ` W 8 FIRE W W • W W W W W 8'I FIRE WATER I I W W W W W W W W W W W W SERVICE W W W W W W W 45° BEND W ,00 W W O I W� W W W W W SS-1 W W I I W W W W W BLDG SERVICE 71 LF - 8" PVC J• T I W W W W IE:935.00 E W W W W M W @ 1.00% W I I W W W W W W PATIO W W W r W AF Q I I I I W W (REF. PLANS BY W W W W W Q I I W W W W W W OTHER FOR PROPOSED W W W W W W W W W DETAILS) APARTMENTS Ss-2 CLEANOUT W SS-6 DROP STRUCTURE SS-3 RE:943.83 I W W I W W M ° ±40 500 SF RE:946.35 IE:934.90 y W 167 LF - 8" PVC RE:943.05 ° @ 1.00% IE:933.23 W IE:929.29 W IE:929.29 E W W O a)W W W W W 9 M 135 UNITS IE•934 90 E W' 1 1 IE 93000 E W W W HYDRANT * W W I I I v W 6" GATE J W VALVE W W 450 BEND I 17. W1 8" GATE VALVE . � I V I I I I l�_f I—W J I \ CONTRACTOR TO REMOVE THE EXISTING 6" HYDRANT LEAD BACK TO THE MAIN, AND I d REPLACE WITH THE 8" WATER SERVICE. I= T W \ i w y WWW W\W 124LF-8"PVC, W W W 4. U) - I I W W ®❑ W W W W W /W v CONNECT TO EXISTING STUB O I I W W W W FIFE: 947.00 W W W W/ W DROP STRUCTURE ry I W 10 LF - 8" PVC W W / CONTRACTOR TO VERIFY INVERTS I I I IW W W W GARAGE LIFE: 936.00 W W 1.00% W / @ RE:945.02 W W W W W W W W W W W W W W W / / cu IE:922.38 NEB II I IW I W W W W W W W W f� W W W W W W / W W E:928.05 W O I W W W W W W W W W W W W W W 6" HYDRANT EXISTING REGIONAL W W W STORMWATER LEAD � W W W W 3 TREATMENT POND N I I 'I•' O W W W W W W W W / W / / / // -O I W W W W W W W, (jj I W I W W W W W W W OVAL II W W W W W W W W W W W W W W W W W Q- I I W W W W W W` 45° BEND W W W W W W W W W W W W W W U / j W W W W W W W J• W W W W W HYDRANT / /�/ O / // W W W W W W W W W W W W W U, / / ,� DOG RUN W W W W W W W W W W W W W W W W III I III U // / V� (REF. PLANS BY W W W W W W W W W W W W W W W W W W W W W W I WII I I III `Y/ W W W W W W i / OTHER FOR W W W W W W W v W W W W W I I / W/ DETAILS W W W W W W W W y W W W I WII I II / W/ ) W W W W W W W W W W v ,y ,y I III I III O 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 v E / W WW W W W W W W W W W W W W I III I W J• W W v W W W I III co W W W W W W W W W W W SPORT W W W W W v W W W v W W 1 I I I � , / W W W W W W W W W W W COURT W W W W W W W v W W W W v O I L "I W I III (REF. PLANS BY W W W W W W I III I III 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 OTHER FOR W W W W W W W W W W W W W W v W W W W W W W W I LU > DETAILS) ELECTRIC SERVICE .y W W W I I <CD I O � ��� �• �V�W W W W W W W W W W W W W W W III �I III .� �• — 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 `PO III O _0 �V` 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 III I III � W W W W W W W W W W W W W W W W W w I W W W W PROPOSED TRANSFORMER W W W W I I III w w v w •v W W , W , W W/ I I III W W W W \\ W W W W W W CONNECT POWER IN ROW. CONTRACTOR TO \ W COORDINATE AND VERIFY WITH FRANCHISE W �� \ UTILITY COMPANIES ON EXACT LOCATION OM I — — COM\ COM COM - COM - COM COM COM COM COM COM COM ------------------------------------------------------ E _ _ _ = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 0 157Tr1 5TREET WE5T U) Know what's below. Call before you dig. 4 LEGEND EXISTING PROPOSED w >4 ►1 GATE VALVE 0 HYDRANT Q , REDUCER TEE �• OS QS SANITARY SEWER MANHOLE 6 co co SANITARY CLEANOUT WATERMAIN Z D SANITARY SEWER O .. U) STORM SEWER > w POW— POW— UNDERGROUND ELECTRIC COM COM TELEPHONE GAS GAS GAS MAIN UTILITY PLAN NOTES 1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL -BEFORE -YOU -DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 I" PVC SCH40: ASTM D-2665, F-2794, F-1866 I® 5. WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C-150 WATER MAIN FITTINGS SHALL BE: PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, < AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9. FOR WATER LINES AND STUB -OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. II. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER -TIGHT CONNECTIONS. 24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON -SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. GRAPHIC SCALE IN FEET 0 15 30 60 OI z z U Lo z z ULU J Q 0 UO rn O � z p o O Q LO w J W U) Z 2 Oz w Oz 2 W Y (n 0 U N W w r- (0 Z J 00 J LU O 0 ( 0 d Q (O _ Y N ~ N Q Q N O 0O U Q W _j Q } m w z C7 m Z 3 Q m Q w Y U U) 0 0 U z J a J W z 2 O a Z 0 J aW Z o 'LZ� W Z D O OU Q a J oLU =aa�>� LLI O GC a W J z O > LU Q z as Q W SHEET NUMBER 0- C600 LANDSCAPE SUMMARY - MULTIPLE RESIDENTIAL a ti LO LO N N 00 L ca LLLL 0 z Q a_ W a_ U W 0 z Q J V) N V) C co a 0 0 W 0 0 0 c a� 0- 0 a� a� a� U c� a U L_ 0 ca W J I F_ OR 0 \ \IUyI rK��nS�/ / /ii / ��/'r�,/J/� A/ / �✓ / / // // // // / /r .EXISTING 40' WIDE Know what's I W. \ /i % /j% / / // / r DRAINAGE AND 0 at s be 0 \ _ ,/ /f/// — — iT r �h /rl n rr I . E i Irl N Y�"11 "//fir/j% / ` ��I7Y1 py UTILITY EASEMENT PROPOSED CITY OU oCall before you dig PRD- N�Z r�riri�inr�rlrti PR \ --— — — — — — — — — — — — ___ ___ PROPOSED \ \ / TRANSFORMER / \\ \ --- ---- --- (TYP.) nD t ... ..... .. . . UB \ / ' / B B C :. C B \ i q: _0 \\ 1 I KIDS Y \ \ I B PLAY \ \ R _ / AREA LU \ \ A Y B \ \ 1 I I 1 I I - -- � - • � O CI 1 B \ \ �� � I II I °°0000°°° °°0000°Oo O 1 I e_ <o d \ I I 1 1 1 OD ' °°°0000o°0O°°00000°00 O 1 . - B I I B� 0 I �' I I I I II of 1+ + B 0 I (D I I I + o 1 I 1 PROPOSED �� C I 1� I APARTMENTS c B I I 1 D _I o ±40,500 SIF I I I 1 ; O aU J 135UNITS REQUIRED PARKING LOT LANDSCAPE: 3,434 S.F. (2% PARKING LOT) = 171,703 S.F. * 0.02 m m m ■ PROVIDED PARKING LOT LANDSCAPE: 14,949 S.F. 8.7% PARKING LOT ,�-7r z REQUIRED PARKING LOT TREES: 23 TREES = 3,434 S.F. / 150 S.F. �i�✓� / //�/// j/ ///j%"(j PR %/jam � //// PROVIDED PARKING LOT TREES: 38 TREES E IInK����Kr� I REQUIRED SCREENING: AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL / D - g / -- �, BI EQUIPMENT, AND PARKING SHALL BE SCREENED FROM ALL I PUBLIC STREETS AND ADJOINING PROPERTIES. + + + 6 PROVIDED SCREENING: SCREENING SHOWN AROUND TRASH ENCLOSURES, PO P W-�- EXTERIOR MECHANICAL EQUIPMENT, AND PARKING AREAS. _8W I ANnRnAPF I FrFNn Uj 0 1 / � era �� Q Liu • + + + i I 1 . + A 01 B •� I I 1 ++ B+ I 1 A x °/ + q a I I I xl \ q ` MONUMENT SIGN. REF. 1 I • -- , PLANS BY OTHERS j 0 IF B Q , / ► °°0000000000 000000°° g r i • 41fl r 0000000006 eoo°0000° + ; q C /// /� A / / 4 -O / // • A/� o000p II A B °� O B o o / / / � G ,;// °° °a I I 1 111 / / / o TtiF �� �'�' !r '' (� I� III I 1 III // / /,� / / F,Y% �se'� PR o I III j 1 III / /♦I // o ° °0000++ °0D ° B II IIIII� I1111 �IIIII III I 1 III x SPORTco + + III I � III Cp� III �1 III PR p AIVs R �Y 4O / , r� h Kr�orHER FOR /j + + q / 1 DErgiLs� J L 1I F x _ /' • i III I III PR � III j — ►cY' °� °� : °+ °� � _- I 1 III f +(+ 7Eb r � •.-.- �'-_� � �� I �II �„ O -- - I ll� i i � III m 1 _ W EXISTING COUNTY + + TRAIL o PR �� �h�t +/ //i //�ri /� !%1111 11 111 I t�r Ill/ I 1 \\\ \ \ \ ✓��ri ���T Kin/iirnm�� \ \-- --- -- --- — — — -- -- 0M -- COMA COM COM COM COM COM COM COM M co 11,6� loin - — — — — — — — — — — — — — — — — — EN— — E________________irL _------— — — — — — — — — — — — — — — — — — — — — — ------U GL/SHA—VEN—UE — — — 0 GRAPHIC SCALE IN FEET 0 15 30 60 EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL ■� DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH PRAIRIE RESTORATIONS NATIVE TALL PRAIRIE (PR) SEED MIX (TYP.) 2 - 4' DRESSER DECORATIVE BOULDER (TYP.) LANDSCAPE KEYNOTES O O EDGER (TYP.) O DOUBLE SHREDDED HARDWOOD MULCH (TYP.) O ROCK MULCH (TYP.) O SOD (TYP.) O 2 - 4' DRESSER DECORATIVE BOULDER (TYP.) O FENCE, SEE DETAIL (TYP.) SEEDING KEYNOTES PR SEED WITH PRAIRIE RESTORATIONS NATIVE TALL PRAIRIE (PR) S PLANT SCHEDULE CODE COMMON NAME OVERSTORY TREES BRO BUR OAK CSO CRIMSON SPIRE OAK GNK AUTUMN GOLD GINKGO TREE NPO NORTHERN PIN OAK PRE PRINCETON AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN SWO SWAMP WHITE OAK CONIFEROUS TREE BHS BLACK HILLS SPRUCE CNH CANADIAN HEMLOCK CRC EASTERN RED CEDAR MYS MEYER SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE PRC PRAIRIE ROSE CRABAPPLE RIV RIVER BIRCH MULTI -TRUNK TCH THORNLESS COCKSPUR HAWTHORf DECIDUOUS SHRUBS ABW ARCTIC BLUE WILLOW GLS GRO-LOW FRAGRANT SUMAC GMS GOLDMOUND SPIREA IRD ISANTI REDOSIER DOGWOOD LDN LITTLE DEVIL NINEBARK PJM PJM RHODODENDRON SEM SEM FALSESPIREA EVERGREEN SHRUBS ELY EVERLOW HYBRID YEW MGP MUGO PINE SER SPARTAN EASTERN REDCEDAR ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM FLG FLAME GRASS HMS HEAVY METAL SWITCHGRASS NSG NORTHWIND SWITCH GRASS PDS PRAIRIE DROPSEED PERENNIALS ALL MILLENIUM ORNAMENTAL ONION BEE BEE-YOUTm BEE -MERRY BEE BALM BES BLACK-EYED SUSAN MBC MOONBEAM COREOPSIS MSY MOONSHINE YARROW RBS RUBY STAR CONEFLOWER RHA RHINELAND ASTIBLE WLC WALKERS LOW CATMINT NOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE & QUANTITIES of z a U z LO Z Z ULU J Q Q 0 O o cn rn Z U) o o 0 < L0 � U) J L O H Z Y wLU w z0 a J � U) Y U) oU) N LU w r 0 IN z F � Q 0 ¢ Q U C,LLJ _ C:)O W U) o Q c� Q °� m Q ( 7:: o m o _ w � z J 0. W Q V U) 0 Z J zl 2 W O a Z 0 JZ o�LU 2 0If U) ADO O Q a j O = a a ~ LU O a W 0; z 0 � LU J Q z_ a Q W SHEET NUMBER a_ L100 PLANT SCHEDULE 0- co L0 (N O N C L c� N LL 0 U) J Lu 0 w a_ Q 0 z Q J J c co 0 c W 0 co 0 O c a� a O a) a) c a� U (0 Q m U O ca w 0 J I OR SYMBOL CODE QTY COMMON NAME OVERSTORY TREES • BRO 3 BUR OAK • CSO 26 CRIMSON SPIRE OAK 000000000000 0 0 • 0 GNK 6 AUTUMN GOLD GINKGO TREE 0 00-OOOOOOPO • NPO 12 NORTHERN PIN OAK • PRE 11 PRINCETON AMERICAN ELM • SHL 9 SKYLINE HONEY LOCUST • STL 5 SENTRY LINDEN • SWO 5 SWAMP WHITE OAK CONIFEROUS TREE BHS 8 BLACK HILLS SPRUCE CNH 2 CANADIAN HEMLOCK I�J CRC 13 EASTERN RED CEDAR 0 MYS 3 MEYER SPRUCE SCP 6 SCOTCH PINE + WHP 6 WHITE PINE ORNAMENTAL TREE • PRC 5 PRAIRIE ROSE CRABAPPLE :. RIV 15 RIVER BIRCH MULTI -TRUNK BOTANICAL NAME N/A CAL. EVERGREEN SHRUBS ,JVVVVUGLG + ELY 34 EVERLOW HYBRID YEW TAXUS X MEDIA'EVERLOW' #5 CONT. 4' O.C. QUERCUS MACROCARPA B & B 2.5" CAL. r' '" � + � MGP 30 MUGO PINE PINUS MUGO 'SLOWMOUND' #5 CONT. 5' O.C. QUERCUS ROBUR X ALBA 'CRIMSCHMIDT' B & B 2.5" CAL. 0 SER 27 SPARTAN EASTERN REDCEDAR JUNIPERUS VIRGINIANA'SPARTAN' #5 CONT. 5' O.C. ORNAMENTAL GRASSES GINKGO BILOBA AUTUMN GOLD' TM B & B 2.5" CAL. ���uuLG BBB 125 BLACKHAWKS BIG BLUESTEM ANDROPOGON GERARDII 'BLACKHAWKS' #1 CONT. 36" O.C. +i7n+c - - FLG 127 FLAME GRASS MISCANTHUS X 'PURPURASCENS' #1 CONT. 36" O.C. QUERCUS ELLIPSOIDALIS B & B 2.5" CAL. JJV VG �c HMS 84 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL' #1 CONT. 3' O.C. ULMUS AMERICANA 'PRINCETON' B & B 2.5" CAL. O NSG 89 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND' #1 CONT. 30" O.C. �v-V�,�' PDS 127 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT. 18" O.C. GLEDITSIA TRIACANTHOS INERMIS'SKYLINE' B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CTNR. SPACING PERENNIALS TILIA AMERICANA'MCKSENTRY' B & B 2.5" CAL. 000o ALL 171 MILLENIUM ORNAMENTAL ONION ALLIUM X'MILLENIUM' #1 CONT. 24" O.C. 0 0 BEE 84 BEE-YOUTm BEE -MERRY BEE BALM MONARDA X'BEE-MERRY' #1 CONT. 24" O.C. QUERCUS BICOLOR B & B 2.5" CAL. BES 90 BLACK-EYED SUSAN RUDBECKIA FULGIDA 'GOLDSTURM' #1 CONT 18" O.C. MBC 234 MOONBEAM COREOPSIS COREOPSIS X MOONBEAM' #1 CONT. 18" O.C. \M\\\0� PICEA GLAUCA'DENSATA' B & B 6' HT. - - - - - MSY 123 MOONSHINE YARROW ACHILLEA X'MOONSHINE' #1 CONT. 24" O.C. RBS 180 RUBY STAR CONEFLOWER ECHINACEA PURPUREA RUBY STAR #1 CONT 20" O.C. TSUGA CANADENSIS B & B 6' HT. RHA 44 RHINELAND ASTIBLE ASTILBE JAPONICA 'RHINELAND' #1 CONT 18" O.C. JUNIPERUS VIRGINIANA B & B 6' HT. WLC 211 WALKERS LOW CATMINT NEPETA X FAASSENII WALKERS LOW' #1 CONT 18" O.C. PICEA MEYERI B & B 6' HT. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PINUS SYLVESTRIS B & B 6' HT. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY PINUS STROBUS B & B 6' HT. MALUS IOENSIS PRAIRIE ROSE BETULA NIGRA • TCH 4 THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI INERMIS TM SYMBOL CODE QTY COMMON NAME DECIDUOUS SHRUBS 0 ABW 18 ARCTIC BLUE WILLOW 0 GLS 14 GRO-LOW FRAGRANT SUMAC OGMS 65 GOLDMOUND SPIREA IRD 77 ISANTI REDOSIER DOGWOOD C 7 LDN 28 LITTLE DEVIL NINEBARK _) PJM 33 PJM RHODODENDRON OSEM 14 SEM FALSESPIREA BOTANICAL NAME DRESSER BOULDER WITH SMOOTH B & B 1.5" CAL. EDGES (LOCAL STONE SOURCE), SIZE RANGE FROM 24" TO 48" (+) DIAMETER. B & B 1.5" CAL. DO NOT USE CRACKED OR BROKEN BOULDERS. SEE LANDSCAPE PLAN FOR LOCATION. BOULDERS NOT TO BE B & B 1.5" CAL. PLACED CLOSER THAN 2' TO ANY PAVEMENT AND NO FURTHER THAN 3' . CONTAINER SPACING SEE LANDSCAPE PLAN FOR MATERIAL SALIX PURPUREA'CANYON BLUE' #5 CONT. 5' O.C. RHUS AROMATICA 'GRO-LOW #5 CONT. 4' O.C. SPIRAEA X 'GOLDMOUND' #5 CONT. 3' O.C. CORNUS SERICEA 'ISANTI' #5 CONT. 5' O.C. PHYSOCARPUS OPULIFOLIUS DONNA MAY' TM #5 CONT. 4.0.C. COMPACTED SUBGRADE RHODODENDRON X 'P.J.M.' #5 CONT. 4' O.C. SORBARIASORBIFOLIA'SEM' #5 CONT. 3'0.C. MINIMUM 1/3 OF BOULDER BURIED BENEATH FINISH GRADE UNDISTURBED SUBGRADE DECORATIVE BOULDER DETAIL SCALE: N.T.S. SECTION z O w of z U z Lo Z Z U) LLJ J Q Q 2i O o 0z rn U) Q o 0 o Q _ O w � U) L J 2 O � z0 Y wLu w a J � MEN U) Y U v N U) (n O N =) w co r- 0 Mo z F U o LLJ O 0 (D OM Q (D _ Y Lo N � 0 Q O-) N CDW 0 = U) U) Q � ¢ m LLJ Z Q m Z Q m W Y U U w K _ cn o 0 U W W IL J Q � V 0 U) W 0 = Z V J W ZI 2 O a Z 0 J a Z o � ff WWC W Z C Z ADO O Q a J 0 = a a ~ Lu O a W � Z O ; � W a z Q W SHEET NUMBER a- L101 0- co L0 N CD C L co N LL. 0 Q7 J_ Q H W 0 Lu a_ Q rCr) ^ vl Z Q J N W U c W 0 co 0 O c O Q O N > Q) c N L O U (0 m U O C6 W J I H P LP AS 2X ROOT BALL WIDTH TREE PLANTING DETAIL SCALE: N.T.S. 3/16" X 5" STEEL r-L, TURF/SC 12" STEEL EDGER SPIK 3 EDGER TO BE 'ITH SOD SECTION STEEL EDGER DETAIL SCALE: N.T.S. FINISH GRADE FOR LAWN 2' MAINTENANCE STRIP /---EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. / SPECIFIED SOIL MIX MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1' NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. E SHREDDED HARDWOOD MULCH TURF/SOD L102 L102 KA ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED PLANTING BED AND IJAUKE-ILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 34" OF ORGANIC COMPOST. SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S. NOTES: AVAILABLE FROM: ASSA ABLOY / AMERISTAR WEBSITE: WWW.AMERISTARPERIMETER.COM PHONE: 888-333-3422 PANEL: 2-RAIL 3-1/2' FENCE STYLE: MAJESTIC (M) COLOR: BLACK (B) OR APPROVED EQUAL 1 1 HE 8' O.C. NomO �{ 1 VARIES WITH FOOTING HEIGHT IGHT 4' 3Y4° (TYP.) IN LANDSCAPE / Lj SEE FENCE AREA FOR ANCHORING INFORMATION RAIL - 13/a" 00 13�4 00 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH L102 6i BASE MATERIAL UNIFORM ZINC COATING (HOT DIP) ZINC PHOSPHATE COATING EPDXY PRIMER ACRYLIC TOPCOAT RAKING DIRECTIONAL ARROW - WELDED PANEL CAN BE RAKED OVER 8' WITH ARROW POINTING DOWN GRADE. NO EXPOSED WE PROFILE -SAME ON BOTH SIDES FLAT MOUNT BRACKET 13/4" RAIL (SEE CROSS- SECTION BELOW) POST SIZE VARIES WITH HEIGHT (SEE POST -SIZING CHART) - 1" 16GA PICKET BRACKET OPTIONS HEAVY INDUSTRIAL STRENGTH WELDED STEEL PANEL VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PRE -ASSEMBLED PURPOSES. SEE PRODUCT / MANUFACTURER SPECIFICATION FOR INSTALLATION REQUIREMENTS. ORNAMENTAL FENCE AND GATE DETAIL SCALE: N.T.S. L102 INDUSTRIAL SWIVEL INDUSTRIAL UNIVERSAL BRACKET BOULEVARD BRACKET O BX304 BX302/303 BX301 LANDSCAPE NOTES PLANTING w 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL Q UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY W BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. z O 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF > THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. LLI REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO o LESS THAN 5:3. z 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING Lo DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. z z U) 2 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF U NECESSARY; TEMPORARY ONLY. Q Q O _- rn O 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF 07 c z THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT o o O COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. Q � } w � � ui 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART z0 w zp y PEAT POTS. w 0 a U 13. PRUNE PLANTS AS NECESSARY PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR �� Y U) BRANCHING OF EXISTING AND PROPOSED TREES. JO v � N (n E O � 14. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1 ST.-40 w 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 0 SOIL y 16. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS LARGER THAN ONE INCH, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE TO BE BETWEEN 5.4 AND 7.0. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREES, SHRUBS AND PERENNIALS. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. 17. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO Q_ PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 18. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. �Z_ MULCH 19. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND � Y Y = ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO It Q Q BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE -FREE), OR APPROVED EQUAL. ROCK U o Lo 4t MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY ) o Lu o 4t PRE -EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, (.0 Q rn m m USE PREEN OR PRE -APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY N o m o TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER = CD Lu z z y PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). Y w _ cn 0 0 U EDGER 20. EDGING TO BE COMMERCIAL GRADE COL -MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE uj POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS cn NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). J SEED/SOD �, a 21. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD Q MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. uj SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. Q IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. a IRRIGATION j 22. PROVIDE NEW IRRIGATION SYSTEM TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. Z SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN / FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, EPA WATERSENSE APPROVED CONTROLLER, AND PRESSURE REGULATED HEADS. SHRUBS / PERENNIAL BEDS TO USE DRIP IRRIGATION. PROVIDE TEMPORARY IRRIGATION TO NATIVE SEEDED AREAS ON SEPARATE ZONE FOR ESTABLISHMENT. Lu ESTABLISHMENT O Z 23. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR J Z o uj IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. D a CW LL Z ` 24. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS U7 0 G W uj a ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 0 a 0 O WARRANTY Q LU W 25. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. OLL V a a ~ W W 26. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, 0 0 LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED O > AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. W RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES a AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE Q d DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND Q DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER J SHEET NUMBER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4" IN HEIGHT. WEED PLANTING BEDS AND REPORT O THE OWNER MULCH SAUCERS AT IIMUM ONCE A ON WEEDING ANONTH DURING THE GROWING D OTHER MAINTENANCE RESPONSIBILITIES. rOVIDE A MONTHLY a- L102 L102 PARKING LOT SIDE w/MAIN ENTRY- EAST ELEVATION UNDERGROUND GARAGE ENTRANCE SIDE - EAST ELEVATION D POND SIDE w/ROOFTOP PATIO - WEST ELEVATION MIN s NIB ■ ■ ■ism■ ■a■e ■ MOM MVNEMEMEM LR■■■■s■■" ■MORE "MMM NEMMENCHREJ ■�IMMEMMFldM ■■M■©■ H■■wommonauq■ SEMME SH ROME Filla' M■MM■M■■ [ 1■■l I■■ ■■■■■■■■■ II.�\RIMM"ry{/. 1l \l'\1t10i�!Y1 .lt�'t'... \y� O's HTERNERHE wwowdo%al ■MO MMMEM CMEMEM■■■1 .E.■.■■■■■ FL■®n■M■M MEMOM■A■M 1.E■RH■MM■ .&■U..HME NFORHOPME &MEMMMMME tro"normo FLEnUNFUM ■WE"upro■ LNG■MUMPME PL■RNWR■ LLMOHN&M■ LNERHALFE wre"HREFE MLMMMUL `■■l i■ WERE ■■M`a■M■M ■■M■ RNM■MEMENVARMEM1 ■■NOM■■■■O IMMKMMEME ln■.�■d.■. amoeffigoo ■UMEMI-R■M■ ■OMM■■E■M■ MgMM=3_7MMM NOMMEMEME ■I _■K• 40■■ EMERNMEMEM MOMMENUMME EMERENUMME IMEMEWTSEM NEVAWANNEM M[ AMMEM l■■■■■■■■■ MrnMMMM�1 lOrapblLaklom ■■F�„-_gym-■ ■■�4u=a_■.■ ■Mc=JhMMG■ no I NE ■■r —'war ii■■ ■■r:1■\i■ ■■■■■■■ME, ■� M■l I■■ ■■■■■■■■0 ■■■■■■■■■1 ■I■■■■■■■■ ■H■■■■■■■■ ■e■■■■■■■1 ■U■■■■■■■■ ■E■■■■■■■ ■M■■■■■■■■ ■N■■■■■■■■ ■H■■■■■■■■ ■e■■■■■■■1 ■U■■■■■■■ ■"■■1■C■■■ MEMO ■ ■■■ ■■■■■■■■■■ ■[ 1■■l I■■ MEMEMEMEM I EMBEE■■■■■ M■■■M■■■■■ CMEMEME■■■ GUM,iIIiMMEM■M M■■M■M■M ■[ 1■■l IN ■■■■■■■■■■ ■ffimmgNm 1■■ ■��� mufflw1 l■■ ■MM■■■■M■■ � U � O l7 � U � C W — E a L � � L �A LL 0 uU 00 v_ m00 c:_c Ip N S U -37 q u L1 U Ot Vl � W *' O +' a 00 W o� c� 5 O N 00 N O 0 w O J a- ■ ■WI■.� ■H■B■1i► ■A■8■■■►I ■ ■T■©■ I■■►■ ■■■e■-JU■■ ■IF■M■■w■a■ ■�;■M■■o[INm ■■I■©■-1■■,F�,■■ E7■mmorimun ■M■0■■MEom .e; ■ a ■ IUS .V " MEMISIMMISIME ■F■■UI■■F■ ■■■■■■■■■■ mmonsm"Mom m ■\M maB!1I 0m ■ ■rna"W enWMEtt2mrOaOm ■������j/////�� EWRIERH■ ■macsRsamm ■■EMMMU.■■ ■IN■■■■■■■■ ■vFMRM■.■■ ■PL■®n■M■■ IFrou"MOME Rr■R�-"■umm ■U&NUMOU,�.IR ■ ■&WINHHHU 'J�4J ■ LOOMMMMME ■LK■"MEWH■ OPLEnUEVUE IWrF■"o■r■m LINUUMPME IPLINHURVRE LLINUMN&ME LNERHELrE Fr■"N"FIR■ F116MINUNNM I■■UI■■F■ ■■■FEe■■■■ MIELIMMEMMIS 1IMIERNMEME 1MISIVAREMMIS ■■NI1.S■.■■■■ ■■111F ■■■ ■ ■igila-w-d.■■■ ■%,'■�■H■■■ ■5,1. 111•d■■■ ■M,1.■.H■■■ 0011[_117■■■ ■O,'■■ME■■■ ■9IMFzaffl■■■ ■Z,1M■NISI■■■ ■■,INIENIU■■■ ■■MILEWH■■■ MMMMMr=zMM Imilvn—WANNIME m■.■an�sla■m ■r2�lwmr■■ ■LIMEN-AMELE l■■■■■■■■■ ■[rnrJ■.■■■ oranukAom 10016 ■2c=jhMaQM ■ni<_36m;AM■ ■NIFT460-77 o9■ ■■LTAU W31940 ■■r= AC-4 loom ■■rp1■\i■■ ■■\:.A■■■■■ ■�■■N I■■�■ ■■■■■■■■■■ ■■■■■■■■■■ ■n■■■■■■■■ ■nommo■■■■ ■u■■■■■■■■ ■u■■■■■■■■ ■u■■■■■■■■ ■n■■■■■■■■ ■■■■■■■■■■ ■R■■■■■■■■ ■nommo■■■■ ■8■■■■■■■■ ■ ■■■■■■■ ■ . ■■■■■■■ ■n■■■■■■■■ ■F■■r7■■F■ MOM■Qs■■■■ EMBEE■■■■■ ESSMOM.■■■ ■■■■■■■■■m EMMMEMEMEM moommommom ■I ■■N 1■■I ■ m■■■■o■■■m ■■I ■.%,ml MINNOrr■r■■ SAW1i1■ ■fflux>■ g- ` ' (I B""ATH") I I 1 1 4 905 SF B "A5" (I BED) (I BATH) 1 I I 4 98-1 SF 46.66% (03 B "A6" (I BED) I I I 4 934 SF (I BATH) B "A-1" (I BED) 85-1 SF (I BATH) "A8" (I BED) 3 88� S� (I BATH+DEN) g "A9" (I BED) 3 89� S (I BATH+DEN) B "A10" (I BED) I I 959 S (I BATH+DEN) g "AII" (I BED) _ I I I 3 931 SF (I BATH) "BI" (2 BED) (I BATH) - I 1 - 2 1,018 SF 3.(0 % 5 B "B2" (2 BED) (I BATH) - I 1 1 3 1,003 SF B Cl" (2 BED) 1 2 2 2 1 1,012 SF (2 BATH) B "C2" (2 BED) 1 2 2 2 1 1,012 SF (2 BATH) "C3" (2 BED) _ I I 1 2 1,185 SF (2 BATH) 2(e.(e(e% 3� "C4" (2 BED) (2 BATH) I I I I 4 1,144 SF B "C5" (2 BED) _ I I I 3 1,22-1 SF (2 BATH) B 1106" (2 BED) _ I I I 3 1,238 SF (2 BATH + DEN) g tic-i" (2 BED) 3 1,199 SF (2 BATH) (2 BED) _ _ - I 1 1,199 SF (2 BATH) g "C8" (2 BED) I 1 1,131 SF (2 BATH) B "C9" (2 BED) _ I I - 2 1,132 SF (2 BATH) B "CIO" (2 BED) _ I I I 3 1,128 SF (2 BATH) g "DI" (3 BED) 1 1 2 2 6 1,543 SF 8% II (2 BATH) "D1.1" (3 BED) _ I - - 1 1,543 SF (2 BATH) g "02" (3 BED) I I 1 1 4 1,382 SF (2 BATH) TOTAL 1 24 1 31 1 38 1 36 1 135 ■ ■ • NMI■ ONE ' ■A■8■ Elmo ■!J■■iF1914 ■■11■©■i ■■■■ ■w■o■■mmen ■M■0■■mEiu ■11MM10I HIM" ■■■■■■■■■■ ■ ■■N 1■■ ■ ■■■■■■■■■■ ■om\V.1aii00111■ ■EI• OPmena■ • ■umit r1L-'mmu■ • ■ufflropo■�ry�m�ry�7fum am ' ■■0llf 9w5a■■ • ■■■mmmmm■■ •■i■■■■■■■■ ■rr■i■■■■■ ■\L■un■r■■ • ■&W■R"■mmil mul0mummEmil 11116ro"HENDE ■LM■MMMMpME ■mpil"mom f■ PL■nUNFO■ 1610111"uprom ELFEMUMPME • PL■RONVR■ LL■RNEWE LNERHALF111 1■■ ■ l■■N ooffommoom ■■lingo■■■■ ■■minge■■■■ ■■iiio■m■■■■ • ■■liffom■■■■ Malin --A■■■■ 021I00■■■■■ 0!91I■=30.-q■■■ ■olI■■m■■■■ ■Nl'i: 4m■■■ ■■limmo■■■■ ' ■■,IfIamm■■■ • ■■,Insom■■■ ' ■■,I■■r m■■ ■■,I , l��,A ■E■■ •■■■■[IS�i■■ .■■■■ii■■■■ ■■ri7C_'LA■■ ■■L�JC=:;Ai,_■ • ■iE=Jh-iG■ ■FOL'.36zai■ no 11121FT41601"m ■JL=Akm-`x►.■ ' ■Jt; 4L'_iw■ ■����r ice■ ' ■,F�ir�7�■ ■■\rd■■■■■ ■■i ■■■■i MEN No i ■E■■■■■■■■ ■■■■■■■■■■ ■H■■■■■■■■ ■E■■■■■■■■ ■■■■■■■■■■ ■ ■■N 1■■ ■ ,m■m■Qs■■■■ . EQER■■■■■■ EMEMBE■■■■ c■■■■■■■■■ [MEMEQ-M■■■■ EQMEEM■■■■ c■■■■■■■■■ 0 MEN NEE 0 ■■■■■■■■■■ ■■rn9111.tM■■ ■,iiirid■■ * BUILDING OCCUPANCY IS R2 WHICH REQUIRES 2% TYPE "A" UNITS A 12C 1 IA11T t21 111 rllAl /'. 11111 1 a=/ -)I 11== 2 TYaC 11 A 11 1 IAIITC - TI 1)= (I BATH) I I I �} 1181 5F .4 0/ 63 "Ab" (I BED) 93�4 SF (I BATH) "A-" (1 BED) 851 SF (I BATH) g "A8" (I BED) 88� S (I BATH+DEN) g "A9" (1 BED) 89b SF: (I BATH+DEN) "A10" (I BED) I I 959 SF (I BATH+DEN) "Ail" (1 BED) _ I I I 3 931 SF: (I BATH) "BI" (2 BED) (I BATH) - I 1 - 2 1,018 S1= 3.b�% 5 "B2" (2 BED) (I BATH) I I I 3 1,003 S� "Cl" (2 BED) 1 2 2 2 -1 1,012 SF (2 BATH) "C2" (2 BED) 1 2 2 2 1,012 SF (2 BATH) "C3" (2 BED) _ I I 1 2 1,185 SF (2 BATH) 2b.bb% g "C+' (2 BED) 3b (2 BATH) I I I I �f I,I�4 SF: "C5" (2 BED) _ I I 1 3 1,221 SF (2 BATH) "Cb" (2 BED) _ I I 1 3 1,238 SF (2 BATH + DEN) "C7 (2 BED) 1,199 SF (2 BATH) "C-1.1" (2 BED) _ _ _ I I 1,199 SF (2 BATH) g "C8" (2 BED) 1,131 SF: (2 BATH) f3 "C9" (2 BED) _ I I - 2 1,132 SF (2 BATH) "CIO" (2 BED) _ I I 1 3 1,128 SF: (2 BATH) "DI" (3 BED) 1 1 2 2 b 1,5-f3 SF 8% II (2 BATH) "DI.I" (3 BED) _ 1,543 SF (2 BATH) "D2" (3 BED) 1,382 S� (2 BATH) TOTAL 1 2-4 31 38 3b 135 * BUILDING OCCUPANCY IS R2 WHICH REQUIRES 2% TYPE "A" UNITS A 135 UNIT BUILDING WILL REQUIRE 3 TYPE "A" UNITS - THE REMAINING BALANCE 70 BE TYPE "B" UNITS ■ ■ • NMI■ ONE ' ■A■8■ Elmo ■!J■■iF1914 ■m1■©■ mm"m ■w■o■■mmen ■M■0■■mEiu ■11MM10I HIM" ■■■■■■■■■■ ■ ■■N 1■■ ■ ■■■■■■■■■■ ■om\V.1aii00111■ ■EI• OPmena■ • ■umit r1L-'mmu■ • ■ufflropo■�ry�m�ry�7fum am ' ■■/Ill 9w5a■■ • ■■■mmmmm■■ •■i■■■■■■■■ ■rr■i■■■■■ ■FL■un■r■■ • ■&W■R"■mmil mul0mummEmil 11116ro"HENDE ■LM■MMMMpME ■mpil"mom f■ PL■nUNFO■ 1610111"uprom ELFEMUMPME • PL■RONVR■ LL■RNEWE LNERHALF111 1■■ ■ l■■N ooffommoom ■■lingo■■■■ ■■minge■■■■ ■■iiio■m■■■■ • ■■liffo 7■■■■ Malin_ -A■■■■ 021I00■■■■■ 0!91I■=30.-q■■■ ■olI■■m■■■■ ■Nl'i: 4m■■■ ■■limmo■■■■ ' ■■liffamm■■■ • ■■,Insom■■■ ' ■■,I■■r m■■ ' ■■,I , l��,I ■E■■ ■■!: 2�14wmr■■ •■■■■[IS�i■■ .■■■■ii■■■■ ■■rng■■■■■ ■■ri7C_'LA■■ • ■■ftwwp4 :=i!■ ■■L�JC=:;Aa,_■ • ■ic=Jh-iG■ ■F0L'=3`m;4■i■ ■.�► ���11�'■ ■JL=Akm-`x►.■ ' ■Jt; 4L'_iw■ ■����r ice■ ' ■,F�ir�7�■ ■■L!JL' i0:■ ■■&Z.■■■■■ ■■i MEN No iw ■E■■■■■■■■ ■■■■■■■■■■ ■H■■■■■■■■ ■E■■■■■■■■ ■■■■■■■■■■ ■ ■■N 1■■ ■ ,m■m■Qs■■■■ . EQER■■■■■■ EMEMBE■■■■ c■■■■■■■■■ [MEMEQ-M■■■■ EQMEEM■■■■ c■■■■■■■■■ ■ ■■N 1■■ ■ ■■■■■■■■■■ EmAgirwocom L ?=`J' (I BATH) 98� SF 4b,bb% b3 g "AL" (I BED) 93-4 SF (I BATH) B "A-1" (I BED) I - I 85-1 SF (I BATH) B "A8" (I BED) S (I BATH+DEN) "A9" (I BED) 3 89b S (I BATH+DEN) B "A10" (I BED) 959 S� (I BATH+DEN) g "A11" (I BED) _ I I I 3 931 SF (I BATH) "BI" (2 BED) (I BATH) _ I I - 2 1,018 SF 3.b7% 5 "B2" (2 BED) (I BATH) - 1 I I 3 1,003 SF "Cl" (2 BED) I 2 2 2 1 1,0-12 SF (2 BATH) g "C2" (2 BED) I 2 2 2 1 1,072 SF (2 BATH) B "C3" (2 BED) _ I I 1 2 1,185 SF (2 BATH) 2b.bb% 3b B "C4" (2 BED) (2 BATH) I I I I 4 I,If4 S "C5" (2 BED) _ 1 I I 3 1,22-1 SF (2 BATH) B "Cb" (2 BED) _ I I I 3 1,238 SF (2 BATH + DEN) B "C-1" (2 BED) 3 1,199 SF (2 BATH) "C-1.I" (2 BED) _ _ _ I I 1,199 S (2 BATH) B 11C8" (2 BED) I - - - 1 1,131 SF (2 BATH) g "C9" (2 BED) _ 1 I - 2 1,132 SF (2 BATH) B "CIO" (2 BED) _ I I I 3 1,128 SF (2 BATH) B "DI" (3 BED) I 1 2 2 b 1,543 SF 8% II (2 BATH) "01.1" (3 BED) _ 1 - - 1 1,943 SF (2 BATH) B "02" (3 BED) I 1 I 1 -4 1,382 SF (2 BATH) TOTAL I 2-4 31 I 38 3b I 135 * BUILDING OCCUPANCY IS R2 WHICH REQUIRES 2% TYPE "A" UNITS A 135 UNIT BUILDING WILL REQUIRE 3 TYPE "A" UNITS - THE REMAINING BALANCE TO BE TYPE "B" UNITS ■ ■ • NMI■ ONE ' ■A■8■ ■l■!J■■"F1914 ■■1■©■i ■■■■ ■w■o■■mmen ■M■0■■C Enu ■11MM10I HIM" ■■■■■■■■■■ ■ ■■N 1■■ ■ ■■■■■■■■■■ ■om\V.1aii00111■ ■EI• OPmena■ • ■umit r1L-'mmu■ • ■ufflropo■�ry�m�ry�7fum am ' ■■/Ill 9w5a■■ • ■■■mmmmm■■ •■m■■■■■■■■ ■rrommo■■■ ■FL■un■r■■ • ■&W■R"■mmil mul0mummEmil ■16ro"HE�yN 3■ ■LM■MMMMpM■ ■mpil"mom f■ PL■nUNFO■ 1610111"uprom ELFEMUMPME • PL■RONVR■ LL■RNEWE LNERHALF111 1■■ ■ l■■N ooffommoom ■■lingo■■■■ ■■minge■■■■ ■■iiio■m■■■■ • ■■liffom■■■■ Malin_ -A■■■■ 021I00■■■■■ 0!91I■=30.-q■■■ ■olI■■m■■■■ ■NlIr: 4m■■■ ■■limmo■■■■ ' ■■liffamm■■■ • ■■,Insom■■■ ' ■■,I■■r m■■ ' ■■,I , l��,A ■E■■ ■■!: 2�14wmr■■ •■■■■ILIS�31■■ .■■■■ii■■■■ ■■rng■■■■■ morunukAmm • ■■ftwwp4 :=x!■ ■■L�JC=:;Aa,_■ • ■mc=Jh-4G■ ■FOL'.36zam■ ■21FT"►11�'■ ■JL=Akm-`x►.■ ' ■Jt; 4L'_ZwM ■����r ice■ ' ■,F�ir�7�■ ■■L-TAUZZ0111 ■■r= ACC ii■■ ■■r:_1■\�l■■ ■■&`I.■■■■■ ■■i ■■■■0 MEN No L ■E■■■■■■■■ ■■■■■■■■■■ ■E■■■■■■■■ ■■■■■■■■■■ ■ ■■N 1■■ ■ ,m■m■Qs■■■■ . EQER■■■■■■ EMEMBEEMEN c■■■■■■■■■ CMEMEQ-M■■■■ EQMEEM■■■■ c■■■■■■■■■ ■ ■■N 1■■ ■ ■■■■■■■■■■ ■■nff■^.TW■■ ■VV■ ■■Erg■■ mommommoom t I L.?rt 1 n/ g ,Ab" (I BED) I I I I 4 934 SF (I BATH) B "A-1" (I BED) I 1 85-1 SF: (I BATH) B "A8" (I BED) 3 887 SF (I BATH+DEN) g "A9" (I BED) 3 89b SF (I BATH+DEN) g "A10" (I BED) _ — — I 1 959 SF (I BATH+DEN) g "Ail" (1 BED) _ I I I 3 931 SF (I BATH) "BI" (2 BED) B (I BATH) — I 1 — 2 1,018 S� 3.b�% 5 B "132" (2 BED) (I BATH) — I 1 1 3 1,003 SF B "CI" (2 BED) 1 2 2 2 _1 1,012 SF (2 BATH) B "C2" (2 BED) 1 2 2 2 -1 1,012 S1= (2 BATH) B "C3" (2 BED) _ I I I 2 1,185 SF (2 BATH) 26.bb% g "C4" (2 BED) 3b (2 I I I I 4 1,144 SF B —BATH) "C5" (2 BED) _ I 1 1 3 1,227 SF (2 BATH) g "Cb" (2 BED) _ I 1 1 3 1,238 SF (2 BATH + DEN) B "C7 (2 BED) I I 1 — 3 1,199 SF (2 BATH) "C-1.1" (2 BED) _ — — 1 1 1,199 SF (2 BATH) B "C8" (2 BED) I — — — 1 1,131 SF (2 BATH) B 11C9" (2 BED) _ 1 I — 2 1,132 S1= (2 BATH) g "CIO" (2 BED) _ 1 I I 3 1,128 SF (2 BATH) B "DI" (3 BED) 1 1 2 2 b 1,543 SF 8% II (2 BATH) "DIY' (3 BED) _ I — — I 1,543 S (2 BATH) B "D2" (3 BED) I I 1 1 4 1,382 SF (2 BATH) TOTAL I 24 I 31 I 38 3b I 135 * BUILDING OCCUPANCY IS R2 WHICH REQUIRES 2% TYPE "A" UNITS A 135 UNIT BUILDING WILL REQUIRE 3 TYPE "A" UNITS — THE REMAINING BALANCE TO BE TYPE "B" UNITS ■ ■ • NMI■ ONE ' ■A■8■ El■m■■■F■■ ■MI■©■i RE"" ■w■o■■mmen mommommEnu ■11MM10I HIM" moommommom ■ ■■N 1■■ ■ moommommom ■■&OPpenam �\V.1�ii�7LiCV/�■ • m■mit=m■■m • mmf■mw■m■m mwo■bdo%am ' ■m049w5amm • ■■111MMMMi■■ •■■■■■■■■■■ ■■■■m■■m■■ ■FF■■n■r■■ •■&W■R"■rm■ ■m&■U■■EM■ 11116ro"HENDE ■L■■M®■■m■ ■LF111"now f■ ■LEnUNFO■ 1610111"uprom ELFEMUMPME IPLERUMVP111 LL■RNEWE LNERHALF111 1■■ ■ l■■N ooffommoom ■■lingo■■■■ ■■minge■■■■ ■■lloom■■■■ • ■■liffom■■■■ Malin --A■■■■ 021I00m■■■■ 0m1I■=30.-q■■■ ■olimomm■■■ ■NlI■: 4mmmm ■mlimr■m■■■■ ' m■lImfmmm■mm • m■linsomm■m ■■,I , l��,A ■E■■ .■■■■mommom ■■rng■m■■■ morunukAmm • ■■bwop4 =mmm ■■L�JC=:;Aa,_■ • ■2c=Jh-4G■ ■����r ice■ ' ■,F�ir�7�■ Nor = ACC loom ■■r.n■mm■■ ■■i ■■■■0 MEN No L ■m■■■■■ mo■■■■■■■m mummoommom me■■■■■■■m mo■■■■■■■m mum■■■■■■m ■n■■■■■■■■ mmMMMMMMMM Emommommom moommommom onommommom mummoommom mummoommom mummoommom ■n■■■■■■■■ :m■■mm■m■■m ■ ■■N 1■■ ■ ,m■mmommoom . mME■■■■■■■ EMEMBEm■■■ ■■mm■■mm■m [MEMEQ-M■■■■ EQMEEM■■■■ ■■mm■■mm■m ■ ■■N 1■■ ■ onommomom ■■Wr EAM i■■ ■■■■■■■m■■ G� I�„p� =JHn �.46; :..ar. �MAM 'i1■1 Wq6; 2MAk: IMAM MALL �i1■1 vom vim omen oe�ea oe�� vi�� \-������� �Z �204■r■■ loi7mp■wONE �■!!�l�1lJ��■-■■\JIl'�Z11aL1'Ju 1■mu■`■ri 11101 N■I .i■1 IN R11:nl1lki1■I I■m■■■■nr7nlaTrr IMMIRMiii 11■ 10'J k 11 "J ■ ►, T A ■ : Liia V A LEY. 12'-6 3/ gATHIRD FLOOR LEV.133'-5 5/8' jj%TRUS5 BEARING lq,ELEV. FLOORJNTHIRD NPELEV. 3/4' JkTRUSS BEARING LEV.120'-3' JkFfRST FLOOR I�ELEV. EAST - PARKING LOT SIDE ELEVATION "J" SCALE: 1/8" = 1'-0" ART I ALT I -.A— D/A502 OKEY PLAN SCALE: 1:100 NORTH - OUTLOT B SIDE ELEVATION "K" SCALE: 1/8" = 1'-0" LO 0 U W 0 N W J L� L0 N N O 0 w 0 J a- ■■ ■■■e■❑r�■am El■e■■■FAN ■EI■©■i ■■■■ ■111MEi - f ,�an" ■■■■■ ■■■ ■ 1101 1■■I ■ MEMEMEMEME mmoomm"Mom m■mmdii0d`�V 10■ wwrttmffium mufflopwommm ■■EMEMUM■■ ■IRE■■■■■■■ MCFERMOMME mWounomom MINFEUMERME opmonnommo MU&MUMEEME ■&rE■Hounm ■LOMMEMNEE ELVERnOWNE E■LE■n■r0■ ■&r■■o■rom ELFEMUMPME ■FL■SURNPN■ ELL■■gEWE ■L■ERH®L■■ ■r_r■"N_ ■rIRE NLUE ■ ■■1 1■■I ■ EMENFERMEME molinsommom MEMERNMEME ■■■■ EM■■■■ 0011EIOMMEME ■0111M■ EHMME ■91MFz4ffl■■■ ■MINIMENSIMME ■■111FEE EME EMERENUMME ■■11■■N Z■■ ■■11 ■■1C r��I ■■■■ AMMd■■ ■■■■■■■■■■ ■■rng■M■■■ moranukAom ■■\r 4"=z■■ ■■`�„ 7Ai=■ ■RL0.136w;AM■ ■UNFI:'760z'" 0A1.. ■ME-0Amp- ■M■ �\■ AkM"■P■ 111V WE ■■L!JL'�■G■ MINE = AC.o loom m■r"_ ��i ■■■ m■`..a■■■■■ ■■■MEMO■■■ 0 MEN MINE 0 MOMMEMOMME moommommom Emommommom ENEEMEMEME ■UNN WO■ EN= NONE mummoommom mummoommom mummoommom moommommom Emommommom ENEEMEMEME mummmommom mummmommom mummoommom mummoommom mummoommom MOMMEMOMME MEMEMEMEME EMBE■■■■■■ EMEMEMEMME EMEMEMOMME CMUME MEMME GUMMEMMEME EMEMEMOMME ■ ■■1 MINE ■ ■■■MEMO■■■ ■■mrarmra■ mr_ ■iiboduoim■ "1111ii_ mm m Q L0 O N LO N O (N C L LL 70 M .E U LL c a) 70 00 N O 6 N O N x W C U a) LL 00 N O 6 N O N _U) x W 0 Q c O a) 0 M 0 O O Q _0 T) W 70 U co E 70 cc U 0 g W 0 J U .. 0 U U Q \ -0 \ M \ (6 \ 0 O T E \ \ Y 0 m O � cn c E O T 1 1 I 1 I I I 0 IW Q I co I J N - O _• 7 r (6 - C 7 O r � I C U O I I I I a, I I I I I I I E I I I I I I I I I I I I CU I I I mCU I I I I I I I I L I I I O I I I I I I li C (6 O Z > -0 0 / ,� DOG RUN (REF. PLANS B' OTHER FOR Cf / / W/W/ DETAILS) C W � W L 000 U) LM c Q °' U 0 U N - Com - COM COM C 0 -------- I-------- U O 43.00 7.00 22.00 Aerial Fire Truck feet Width 8.50 Track 8.50 Lock to Lock Time 6.0 Steering Angle 33.3 GRAPHIC SCALE IN FEET 0 15 30 60 Know what's below. Call before you dig. W Q 0 U) z O U) W O Z a �I z U L0 Z Z � J Q L U a � OU U) Z 0 0 O Q�LO W J W U) Z 2 ° Ff W o Y (n N (f) C)N W r Z J 00 J 0 Q Q LLJ O N 0 ( ~ N U C) } Q Q m m d Q N m Q Q (O W W _ CD Z W Y Y Q U)Q w U) O O U Z V J Z_ W W W LL F Cz G z o V ~ I— J a � W o Z W Z ADO O Q a J o =aa >� W LU O GC a �> J z 0 Q W as z Q W SHEET NUMBER � C600 POWER & COMMUNICATION LEGEND 120V DUPLEX OULET ® MOTOR EQUIPMENT CONNECTION 120V QUAD OUTLET ELECTRICAL DISCONNECT 208 OR 240 VOLT RECEPTACLE ELECTRICAL CONNECTION W/DISCONNECT QD 120V CEILING RECEPTACLE o DATA/COMMUNICATION OUTLET ELECTRICAL CONNECTION W/WEATHER PROOF v TELEPHONE OUTLET DISCONNECT �b TV OUTLET � DATA/TV COMBO OUTLET ELECTRICAL PANEL ® FLOOR BOX (T THERMOSTAT MOUNTED AT 48" A.F.F. JO JUNCTION BOX EU E-STOP FOR GRILL OR FIRE PIT ao SMOKE/CO ALARM IT TIMER FOR FRILL OR FIRE PIT BC BELOW COUNTER OUTLET AC ABOVE COUNTER OUTLET D DEDICATED RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER WP/GFI WEATHER PROOF COVER WITH GFI FS FIRE/SMOKE DAMPER W S SMOKE ALARM NO2 NITROGEN DIOXIDE DETECTOR CO2 CARBON MONOXIDE DETECTOR SMOKE DAMPER RECESSED 2X4 FIXTURE $ SINGLE POLE SWITCH Z RECESSED 2X2 FIXTURE $3 THREE WAY SWITCH SURFACE MOUNT 1X4 FIXTURE $4 FOUR WAY SWITCH SURFACE MOUNT 2X4 FIXTURE OC OCCUPANCY SENSORS WALL MOUNTED FIXTURE ® � 0 CEILING MOUNTED STRIP FIXTURE VS VACANCY SENSORS Q RECESSED OR DISC FIXTURE(OD Q WALL MOUNTED FIXTURE 0C4 CEILING OCCUPANCY SENSORS SURFACE CEILING MOUNTED FIXTURE MCI LIGHTING CONTROL TIME CLOCK PENDANT MOUNTED FIXTURE NIL INDICATES NIGHT LIGHT FIXTURE EXTERIOR POLE MOUNTED FIXTURE a,b INDICATES LIGHT FIXTURE SWITCH LEG Q BOLLARD OR GROUND MOUNTED FIXTURE P-X INDICATES PANEL AND CIRCUIT NUMBER EMERGENCY LIGHTING FIXTURE 1 INDICATES LIGHT FIXTURE TYPE EMERGENCY EXIT SIGN EX INDICATES EXISTING FIXTURE EMERGENCY EXIT SIGN WITH EMERGENCY HEADS RL INDICATES RELOCATED FIXTURE EXTERIOR EMERGENCY EGRESS LIGHT TC INDICATES TIME CLOCK CONTROLLED FIXTURE EM INDICATES FIXTURE EMERGENCY OR STANDBY POWER ANCHOR BOLTS WITH LOCK WASHERS PER MFGR'S SPECS. 1"- 45' CHAMFERS PROVIDE EQUIPMENT GROUNDING CONDUCTOR AND BOND TO LIGHT POLE PER NEC 250.4 n n I Inl I II I IIII II II a II 30" II I IIII 11 II II II II 111 II II II II u u u cv u u Au T KEEP REBAR 3" FROM EDGE OF FORM PROVIDE (4) #4 REBAR VERTICAL, #4 REBAR HORIZONTAL AT 16" O.C. ANCHOR BOLTS WITH LOCK WASHERS PER MFGR'S SPECS. EDGE OF SIDEWALK n n n II IIII II II IIII I II PROVIDE EQUIPMENT GROUNDING CONDUCTOR AND BOND TO LIGHT POLE PER NEC 250.4 N II II 1 1=T=a ul II ul 6 N 3 KEEP REBAR 3" FROM EDGE OF FORM PROVIDE (4) #4 REBAR VERTICAL, #4 REBAR HORIZONTAL AT 16" O.C. #4 VERTICAL REBAR (4 REQ'D) CONDUIT -KEEP CONDUIT WITHIN 6" DIA. MIN. 24 AS REQ'D VERIFY FIXTURE BASE SIZE =23" GRADE STUB OUT 6" FROM EDGE OF BASE 1"- 45' CHAMFER PVC40 CONDUIT ANCHOR BOLTS PARALLEL TO SIDEWALK OR PAVEMENT CONDUIT PITCH TO DRAIN BOLT CIRCLE-VERIFIY WITH ACTUAL POLE DIMENSIONS 18" #4 STEEL REBAR DIA. AT 16" O.C. �qA NOTE: 1.) USE MFGR'S DIMENSIONS FOR EXACT ANCHOR BOLT AND COVER PLACEMENT. 2.)INSTALL INLINE FUSES IN EACH UNGROUNDED CONDUCTOR WITHIN POLE BASE HAND HOLE. 3.)TROWEL FINISH EXPOSED PORTION OF BASE TO REMOVE/COVER FORM MARKS. 2 POLE BASE DETAIL #### NOT TO SCALE SITE NOTES 1 PRIOR TO ANY DIGGING, TRENCHING, ETC. CONTACT ALL LOCAL UTILITY COMPANIES AND MUNICIPALITIES AND CONFIRM EXACT LOCATIONS OF ALL EXISTING UTILITIES. 2 MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY UL OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY. 3 ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC SHALL BE NEW, UNLESS SPECIFICALLY NOTED AS EXISTING TO BE REUSED. 4 ALL MATERIALS AND EQUIPMENT SHALL BE STORED, HANDLED, ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS AND RECOMMENDATIONS. 5 ALL POLE FIXTURES TO BE LOCATED 4' AWAY FROM EDGE OF CURB. 6 ALL EXTERIOR LIGHT FIXTURES TO BE CONNECTED TO A COMMON EQUIPMENT GROUND. USE #8, TYPE THWN. 7 THE CONTROLLING LIGHTING CONTACTORS SHALL BE MOUNTED INSIDE THE BUILDING WITH TIME -CLOCK CONTROL & REMOTE PHOTOCELLS LOCATED ON THE EXTERIOR SIDE OF THE BUILDING WALL. INSTALL PHOTOCELLS AT LOCATIONS WHERE BUILDING OR OTHER OBSTRUCTIONS WILL NOT INTERFERE WITH THEIR PROPER OPERATION. FINAL BRANCH CIRCUIT SUPPLY CONNECTIONS WILL BE PROVIDED BY THE BUILDING ELECTRICAL CONTRACTORS. 8 MIN. BURIAL DEPTH FOR THE LIGHTING CIRCUIT SHALL BE 24". A SLIGHT DECREASE IN DEPTH IS ALLOWED WITHIN 10' OF THE POLES. 9 VERIFY CONSTRUCTION AREAS ON OTHER SITE PLANS FOR POTENTIAL OBSTACLES AND CONSTRUCTION LIMITS. ELECTRICAL GENERAL NOTES 1 THIS PLAN WAS ENGINEERED BY BERD ELECTRIC AND FOR THE USE BY BERD ELECTRIC ONLY. THE ENGINEER OF RECORD DOES NOT CERTIFY THESE DRAWINGS IF USED BY OTHER PARTIES. 2 ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL ELECTRICAL & BUILDING CODES. 3 COORDINATE WORK WITH ALL OTHER TRADES. 4 EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5 ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED AT ALL LOCATIONS. 6 ALL MEASUREMENTS TO TOP OF BOX. 7 GFI PROTECT ALL RECEPTACLES WITHIN 6' OF EVERY SINK. 8 DRAWINGS ONLY REPRESENT AN APPROXIMATE LOCATION OF ALL RECEPTACLES, SWITCHES, LIGHTS, TV/DATA JACKS, ELECTRICAL EQUIPMENT, ETC. FINAL LOCATIONS WILL BE DETERMINED IN THE FIELD AND MAY VARY FROM DRAWINGS DUE TO UNFORESEEN CIRCUMSTANCES. 9 PROVIDE GFCI PROTECTION FOR ALL AREAS LISTED UNDER NEC 210.8. 10 PROVIDE TAMPER RESISTANT RECEPTACLES IN ALL AREAS LISTED UNDER NEC 406.12. LIGHTING FIXTURE SCHEDULE - EXTERIOR TYPE LAMPS WATTAGE DESCRIPTION NOTES AA LED 25 SMALL EXTERIOR WALL PACK SLIM15 BB LED 25 SMALL EXTERIOR WALL PACK SLIM15 CC LED 52 POLE MOUNT FIXTURE, TYPE II OPTICS, 15' POLE, HOUSE SIDE SHIELD LUMARK PRV DID LED 52 POLE MOUNT FIXTURE, TYPE II OPTICS, 15' POLE, HOUSE SIDE SHIELD LUMARK PRV EE LED 96 POLE MOUNT FIXTURE, TYPE V OPTICS, 15' POLE LUMARK PRV NOTES: + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ' I II. EXISTING STORM SEWER + + + + + + + + + + I Q i 0.1 0.1 0.1 0.11 0.1 pp''1 �0.1 0.1 0.1 0.1 0.1 0.1 / 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 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NO. 3085239. �`. \�r,`z / / 30 15 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B_10;----------; \ I h/ I BITUMINOUS TRAIL _____________ ��- \ - - - - - - - - i,'L------- --_ ---------------------------------------------------------- ---------------------- - -- -- ------------------����'/i +1 + 9 +1.4 + .0 \� 0.6 0.5 0.4 +0.6 +1.0 +1. +1. + 2. +2. + .7 + .1 4.0.7 0.5 0.5 +0.71.1 +1. +2. + +1.6 + .1 0.7 �5 0.5 +0.7 +1.1 1. +2. +1. +1.3 + .0 Q.6 0.5 sv 0.6 +0.9 +1. ��1. + 9 0 1E I .9 2.0 1.5 1.1 _l +0.5 _ +0. + .7 .9 2.1 1.9 1.2 +0.8 +0.5 +o. +o. + .8 .0 2.0 1.8 1.2 +0.8 +0.5 +0. +1. + .0CC .1 1.8 1.4 1.0 _l +0.5 +o. +1.1 + .2 M L0 u, willm a 7 oo1-4 W 0� °(c)L0 ON I V) M� rn � 3 U C cm° X ..-_...w -aL, - >_ m I I I Z O O V) w 0 z O wawa w Q m Z O 1= O w Z O w aaa w Q cn z I N � O \cn N Q � m M 0 z O z Q Q L L J m Q CD � = � UD C:) z W � Q Q El- �zw c-D w� z -J = � W � U � O 1 SITE LIGHTING PLAN E1.2 SCALE: 1" = 30'-0" 0 15' 30' 60' mmi LLB w a DRAWING NO. E1°2 4/25/2025 Orchard Place Apartment Development (Trident) Northwest Corner of English Avenue & 157th Street West Site Plan & Building Permit Authorization City Council April 24, 2025 AppleValley 1 Summary & Background > Trident Development (Roger Fink) is requesting Site Plan and Building Permit Authorization to construct a 135-unit multi -family residential apartment building (Lot 2, Block 1, Orchard Place 5th Addition) > On December 26, 2024, the City Council approved a Comprehensive Plan Amendment (CPA) to change the land use designation of the property from Commercial to High Density. > Developer and Owner applied for a preliminary plat and rezoning to Planned Development (PD). Action on the Site Plan Review can be taken provided the plat and rezoning are approved. > Planning Commission recommended approval of the Site Plan and Building Permit Authorization at a regularly scheduled Public Hearing on April 2, 2025. Avallav 2 4/25/2025 Site Location 3 Zoning > Zoned Retail Business (RB) > Action on the Site Plan Review cannot be taken unless rezoning is approved > Planned Development (PD) zoning district allows specific performance standards related to each zone within the PD 4 Ap Vtlley 2 4/25/2025 Zoning Maximum Units perAcre .................. .:........... 24 ................... 25 .. Minimum Units perAcre ....................................................... :................................. 15 25 ............................................... Maximum Number of Stories :.......................................................:........... 5 ................... 5 .. Maximum Feet Above Ground 65' 60' Maximum Building Coverage :........................................................................................................................................ 35% Building Setback from Private Street or Drive ....................................................... :................................. 20' 30' ............................................... Parking Lot Setback from 10' Private Street or Drive :......................................................................................... .......................... ..................... Parking Stalls 1.5 stalls/unit 202.5 203 1 garage stall/unit 135 135 5 Site Plan > 40,500 SF building footprint > 4-story building > 135-units, mix of studio to 3-bdrm > Indoor and outdoor amenities for resident use (bike storage, rooftop patio, game room, etc.) > City Engineer recommends reduction of one (1) access drive to English > Total of 340 parking spaces (2.52 stalls/unit) > Private interior walking/biking paths > Utility meters, mechanical equipment, and refuse rooms in underground parking garage [: 205 135 3 4/25/2025 Grading Plan Utility Plan Issuance of a building permit, grading activity, or utility installation is contingent upon the review and approval of the final grading and utility plans by the City Engineer. 7 Elevations ■■!!:■IIII.Li s!s'!!! 11 ■■ !! !1 ■ e !!-i,IIIII . p .! el 1 1111 Big ■ C PARKING LOT SIDE w/ MAIN ENTRY- EAST ELEVATION POND SIDE w/ ROOFTOP PATIO - WEST ELEVATION 8 UNDERGROUND GARAGE ENTRANCE SIDE - EAST ELEVATION i pIkIl.y M 4/25/2025 Landscape Plan & Park Dedication > Planned Development ordinance allows landscaping costs to be reduced by 1%with upgraded landscaping materials > Applicant has provided landscape plan budget that meets 1.5% based on submitted construction > Outlot B will be dedicated to the City after landscaping and public trail improvements are made; City will maintain Outlot B > Park Dedication to be Determined with Development Agreement I 0 Action Requested > Staff recommends the following action: > Adopt a resolution to approve Site Plan and Building Permit Authorization to construct a 135-unit multi -family residential apartment building (Lot 2, Block 1, Orchard Place 5th Addition) > Resolution is provided. 10 Questions for Staff? AP�valley AP vMlley 5 000 0000 0000 ..... Apple ITEM: COUNCIL MEETING DATE: SECTION: Description: Approve Calendar of Upcoming Events 7. April 24, 2025 Calendar of Upcoming Events Staff Contact: IDepartment / Division: Stephanie Marschall, Deputy City Clerk ICity 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: Wed./Apr. 23 5 p.m. Skating Center, Metro Cities Annual Meeting Roseville, MN Thur./Apr. 24 6:45 p.m. Municipal Center Volunteer Recognition Reception Thur./Apr. 24 7 p.m. Municipal Center Regular * City Council Meeting Mon./Apr. 28 6 p.m. Lebanon Cemetery Workers Memorial Day Service Thur./May 1 6 p.m. Municipal Center Informal Parks & Recreation Advisory Committee Meeting Thur./May 1 7 p.m. Municipal Center Regular Parks & Recreation Advisory Committee Meeting Wed./May 7 7 p.m. Municipal Center Planning Commission Meeting Thur./May 8 5 p.m. Diamond Path Park Arbor Day Tree Planting Ceremony Thur./May 8 5:30 p.m. Municipal Center Informal City Council Meeting Thur./May 8 7 p.m. Municipal Center Regular City Council Meeting Wed./May 14 9 a.m. Municipal Center Firefighters Relief Association Board Meeting Wed./May 14 7 p.m. Municipal Center Traffic Safety Advisory Committee Meeting Wed./May 21 7 p.m. Municipal Center Planning Commission Meeting Thur./May 22 11 a.m -1 Valleywood State of the City Address Thur./May 22 6 p.m Municipal Center Economic Development Authority Meeting Regular City Council Thur./May 22 7 p.m. Municipal Center Mon./May 26 City Offices Closed Memorial Day Holiday 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