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2026.01.06 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Jan. 2, 2026 City Council Meeting Schedule Tuesday, Jan. 6, 2026 Time Meeting Location 7 p.m. City council meeting Council Chambers/Zoom Immediately following the city council meeting Economic Development Authority (EDA) meeting Council Chambers/Zoom Immediately following the EDA meeting City council work session to discuss: 1. Constituent issues update.* 2. New business.* 3. Announcements.* 4. City manager evaluation.* (This portion of the work session may be closed pursuant to Minnesota Statutes, Section 13D.05, Subd. 3(a), for the purpose of evaluating the performance of the city manager.) Conference Room A/Zoom Per the requirements of Minnesota Statutes, Section 13D.02, council members may participate by interactive technology. The public may attend the meetings via Zoom by connecting through one of the methods identified below. Topic: Crystal City Council regular meeting and EDA meeting. Time: Jan. 6, 2026, 7 p.m., Central Time (US and Canada) Join Zoom regular meeting and EDA meeting: https://us02web.zoom.us/j/85881181175?pwd=rRJEAaWIKVivG9Cem2urd8PRADk7oT.1 Meeting ID: 858 8118 1175 | Passcode: 4141 Find your local number: https://us02web.zoom.us/u/kdfNGgp8Nk Topic: Crystal City Council work session. Time: Jan. 6, 2026, immediately following the EDA meeting, Central Time (US and Canada) Join Zoom work session (with closed meeting): https://us02web.zoom.us/j/87508835683?pwd=aHba4V434a8SwOA3WflvhSgRfoiMB5.1 Meeting ID: 875 0883 5683 | Passcode: 4141 Find your local number: https://us02web.zoom.us/u/kdjBExpscz Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. Page 1 of 4 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Jan. 2, 2026 City Council Meeting Agenda Tuesday, Jan. 6, 2026 7 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call, and Pledge of Allegiance 2. Approval of Agenda The council will consider approval of the agenda. 3. Appearances 3.1 Near Food Shelf Executive Director Thea Bruley and President Kathi Hemken.* 3.2 Present awards to the winners of the 2025 Crystal Sparkles Holiday Lighting contest. 4. Consent Agenda The council will consider the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a. The city council work session on Dec. 11, 2025. b. The city council meeting on Dec. 16, 2025. c. The city council work session on Dec. 16, 2025. 4.2 Approval of disbursements over $25,000 submitted by the finance department. 4.3 Approval of the list of license applications submitted by the city clerk. 4.4 Acceptance of Lindsay Stambaugh’s resignation from the Sustainability Commission.* 4.5 Acceptance of Elisa Oliva’s resignation from the Sustainability Commission.* 4.6 Approval of designating the Sun Post as the primary legal newspaper and the Star Tribune as the secondary legal newspaper for the City of Crystal in 2026. 4.7 Adoption of a resolution designating depositories of the City of Crystal for 2026. 4.8 Approval of the following annual city staff appointments for 2026:* a. Hennepin Recycling Group:  City Manager Adam R. Bell. Page 2 of 4 b. Local Government Information Systems (LOGIS):  Board Member: City Manager Adam R. Bell.  Alternate Board Member: Assistant City Manager/HR Manager Kim Therres. c. Northwest Suburbs Cable Communications Commission and CCX Media:  Board Member: City Manager Adam R. Bell. 4.9 Adoption of a resolution recognizing Jan. 19, 2026, as Rev. Dr. Martin Luther King Jr. Day. 4.10 Adoption of a resolution approving the purchase of a generator for city hall. 4.11 Adoption of a resolution approving the purchase of a GMC 2500 truck for the Public Works Parks Department. 4.12 Adoption of a resolution approving the purchase of a Toro 5910 wide area mower for the Public Works Parks Department. 4.13 Approve a resolution accepting a grant from the Hennepin County Youth Activities Grant program for improvements at Forest School Park. 4.14 Adoption of a resolution accepting amendments to the existing Joint Powers Agreement with the Minnesota Department of Public Safety for the BCA Violent Crime Reduction Unit. 4.15 Adoption of a resolution approving a financial consulting agreement with Abdo. 5. Open Forum (The city council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for open forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the council during open forum. The council may place items discussed during open forum onto subsequent council meeting agendas.) 6. Public Hearing 6.1 The Mayor will open a public hearing to receive comment regarding the vacation of easements at 7000 56th Ave. N. The City Council must hold a public hearing to vacate easements on the Wells Fargo site for the Yellow Tree development. The Mayor should open the public hearing, receive public comment on the proposed vacation, and then close the hearing. Council action to vacate the easements is item 7.2 on the regular agenda, occurring after approval of the rezoning, which is item 7.1. 7. Regular Agenda 7.1 The council will consider the second reading and adoption of an ordinance rezoning 7000 56th Ave. N. to TC-PD for development of an apartment building, and a resolution approving summary language for publication. Yellow Tree Development is proposing to demolish the vacant Wells Fargo building and construct a five-story, 174-unit apartment building on the site. This would be the first new market-rate apartment building in Crystal since the mid-1980s. The building would feature Page 3 of 4 units ranging from alcove to three bedrooms, and a variety of indoor and outdoor amenities. Off-street parking would include 183 spaces in an underground garage and 74 in a surface parking lot. Site access for pedestrians and vehicles would be from 56th (Bass Lake Road) and 57th Ave. N. On Dec. 8, the Planning Commission held the public hearing and unanimously recommended approval of the rezoning, including the conditions recommended by staff. On Dec. 16, the City Council approved the first reading of the rezoning. Recommend approval, with two actions: (1) second reading and adoption of the rezoning ordinance. (2) resolution approving summary language for publication. 7.2 The council will consider a resolution vacating easements at 7000 56th Ave. N. If the rezoning in item 7.1 is approved, then existing easements on the Wells Fargo site need to be vacated. Recommend approval of the vacation resolution. 7.3 The council will consider a resolution approving a lot consolidation plat for 7000 56th Ave. N. If the rezoning in item 7.1 is approved, then the two parcels that currently comprise the Wells Fargo site need to be consolidated into a single parcel. Recommend approval of the lot consolidation resolution. 7.4 The council will consider the following appointments for Mayor Pro Tem and council commission liaisons and representatives for 2026:* a. Mayor Pro Tem: Council Member Kamish. b. Sustainability Commission Council Liaison: Council Member Edibo. c. Inclusion and Diversity Commission Council Liaison: Council Member Kiser. d. Parks and Recreation Commission Council Liaison: Council Member Budziszewski. e. Planning Commission Council Liaison: Council Member Cummings. f. Quad Communities Beyond the Yellow Ribbon Council Representative: Council Member Kamish. g. Northwest Suburbs Cable Communications Commission Council Representative: Council Member Kamish. h. Blue Line Extension Corridor Management Committee Council Representative: Mayor Deshler; and alternate: Council Member Kiser. i. Bottineau Community Works Steering Committee Council Representative: Council Member Kiser; and alternate: Mayor Deshler. 7.5 The council will consider a resolution appointing Council Member Onesirosan as Crystal’s representative on the West Metro Fire-Rescue District Board of Directors. Mayor Deshler was appointed as the Crystal Council representative to the District Board in January 2025 for a two-year term that expires on Dec. 31, 2026. Mayor Deshler wishes to resign from the appointment and recommends that Council Member Onesirosan replace her to complete the two-year term. Recommend approval of the resolution appointing Council Member Onesirosan to complete the term ending December 31, 2026. 8. Announcements Page 4 of 4 a. The next city council work session is on Thursday, Jan. 8 at 6:30 p.m. in the Upper Community Room at city hall and via Zoom. b. City offices will be closed on Monday, Jan. 19 in observance of Martin Luther King Jr. Day holiday. c. The next city council meeting is Tuesday, Jan. 20, at 7 p.m. in the council chambers at city hall and via Zoom. d. The city is accepting applications for several volunteer positions on our boards and commissions. We have openings on the Sustainability Commission, Inclusion and Diversity Commission, Planning Commission, Parks and Recreation Commission, Charter Commission, Employee Review Board, and on the Metro Blue Line Business Advisory Committee. For more information, please visit go.crystalmn.gov/volunteer. e. City council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 9. Adjournment *Denotes no supporting information included in the packet. Have a great weekend; stay healthy. See you at Tuesday’s meeting. COUNCIL STAFF REPORT DATE: December 29, 2025 FROM: Michael Peterson, Communications Manager TO: Mayor and City Council City Manager Adam R. Bell RE: Crystal Sparkles Holiday Lighting Contest Background The 2025 Crystal Sparkles Holiday Lighting Contest is sponsored by the Crystal Lions Club and promotes community spirit by encouraging residents to make Crystal shine through festive home and yard lighting displays during the holiday season. Nominations for the 2025 Crystal Sparkles Holiday Lighting Contest were accepted in November and early December. Crystal Lions Club members judged the nominated displays based on creativity, effort, consistency, sense of holiday cheer, functionality, and overall “wow” factor. Winners receive a $100 prize for first place and $50 for second place, along with a certificate of recognition. A map of all eight Crystal Sparkles Holiday Lights display locations is available on the city website at crystalmn.gov. Requested City Council Action A representative from the Crystal Lions Club is here to announce the winners, offer congratulations, and pose for photos: •First place goes to Gina and Steve Holland, 6700 43rd Ave. N. The Hollands were unable to attend the meeting but extend their thanks to the Crystal Lions Club and the City of Crystal. •Second place goes to Kay Hoffman, 5232 Welcome Ave. N. Member/s of the Hoffman family – who worked together on their display – are present to accept the award and certificate. 3.2 Crystal City Council work session minutes Dec. 11, 2025 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the Crystal City Council work session was held at 6:30 p.m. on Dec. 11, 2025, in the upper community room at city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Cummings, Deshler, Eidbo, Kamish, Kiser, Onesirosan and Budziszewski. City staff present: City Manager A. Bell, Assistant City Manager/HR Manager K. Therres, Recreation Director J. Elholm, Public Works Director/City Engineer J. Struve and Community Development Director J. Sutter. Also present were Damon Farber consultants Jeff McMenimen, Rachel Blaseg and Rachel Peterson. II.Agenda The council and staff discussed the following agenda item: 1)Review preliminary/draft Town Center Vision Plan. The Euna OpenBook demo agenda item was not discussed during the meeting due to time constraints. III.Adjournment The work session adjourned at 9:46 p.m. Julie Deshler, Mayor ATTEST: Adam R. Bell, City Manager 4.1(a) Crystal City Council meeting minutes Dec. 16, 2025 Page 1 of 3 1.Call to Order Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the Crystal City Council meeting was held on Dec. 16, 2025, at 7:03 p.m. in the council chambers at city hall, 4141 Douglas Dr. N. in Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order. Roll Call Mayor Deshler asked the city clerk to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Deshler, Eidbo, Kamish, Kiser, Onesirosan, Budziszewski and Cummings. City staff present: City Manager A. Bell, City Attorney R. Tierney, Assistant City Manager/HR Manager K. Therres, Recreation Director J. Elholm, Police Chief B. Hubbard, West Metro Fire-Rescue District Chief J. Kunde, Public Works Director/City Engineer J. Struve, Community Development Director J. Sutter and City Clerk C. Serres. Pledge of Allegiance Mayor Deshler led the council and audience in the Pledge of Allegiance. 2.Approval of Agenda The council considered approval of the agenda. Moved by Council Member Budziszewski and seconded by Council Member Kiser to approve the agenda. Motion carried. 3.Appearances 3.1 Chief Hubbard recognized K-9 Leo and Officer Caleb Selin on K-9 Leo’s retirement. 4.Consent Agenda The council considered the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a.The city council work session on Dec. 2, 2025. b.The city council meeting on Dec. 2, 2025. 4.2 Approval of disbursements over $25,000 submitted by the finance department. 4.3 Approval of the list of license applications submitted by the city clerk. 4.4 Adoption of Resolution No. 2025-109, authorizing an agreement for the transfer of ownership of K-9 Leo to Officer Caleb Selin. 4.5 Approval of commission reappointments. 4.6 Adoption of Resolution No. 2025-110, appointing Jeff Kolb as Crystal’s Citizen Representative to the West Metro Fire-Rescue District Board of Directors. 4.7 Approval of a labor agreement with the International Union of Operating Engineers (IUOE), Local 49 (Public Works) for 2026–2027. 4.8 Adoption of Resolution No. 2025-111, making annual elections for the city’s 2026 insurance policy. 4.9 Charitable gambling funds update. 4.1(b) Crystal City Council meeting minutes Dec. 16, 2025 Page 2 of 3 Moved by Council Member Budziszewski and seconded by Council Member Kiser to approve the consent agenda. Motion carried. 5. Open Forum The following person addressed the council: • Howard Dotson, 2201 W. 31st Ave., regarding Barway Collins’ family. 6. Public Hearing 6.1 Mayor Deshler announced the purpose of the public hearing: To receive a presentation and comments regarding Crystal’s Stormwater Pollution Prevention Plan (SWPPP). Public Works Director/City Engineer Jesse Struve addressed the council. Mayor Deshler opened the public hearing for testimony. The following person addressed the council: • Burt Orred, 6700 60th Ave. N. There being no one else wishing to appear before the council to give testimony, Mayor Deshler declared the public hearing closed. No council action required. 7. Regular Agenda 7.1 The council considered the first reading of an ordinance rezoning 7000 56th Ave. N. to TC-PD for development of an apartment building. City Planner Dan Olson addressed the council. Moved by Council Member Cummings and seconded by Council Member Eidbo to adopt the following ordinance: ORDINANCE 2025 - 14 AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH FROM COMMERCIAL (C) TO TOWN CENTER – PLANNED DEVELOPMENT (TC-PD) And further, that the second and final reading will be held on Jan. 6, 2026. Voting aye: Deshler, Eidbo, Kamish, Kiser, Onesirosan, Budziszewski and Cummings. Motion carried. 7.2 The council considered adoption of the 2025-2027 Strategic Work Plan. City Manager Adam R. Bell addressed the council. Moved by Council Member Kamish and seconded by Council Member Onesirosan to approve the 2025-2027 Strategic Work Plan. Voting aye: Deshler, Eidbo, Kamish, Kiser, Onesirosan, Budziszewski and Cummings. Motion carried. 4.1(b) Crystal City Council meeting minutes Dec. 16, 2025 Page 3 of 3 8. Announcements The council and staff made announcements about upcoming events. 9. Adjournment Moved by Council Member Budziszewski and seconded by Council Member Cummings to adjourn the meeting. Motion carried. The meeting adjourned at 7:56 p.m. ___________________________________ Julie Deshler, Mayor ATTEST: _____________________________________ Chrissy Serres, City Clerk 4.1(b) Crystal City Council work session minutes Dec. 16, 2025 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the Crystal City Council work session was held at 6:30 p.m. on Dec. 16, 2025, in the upper community room at city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present: Deshler, Eidbo, Kamish, Kiser, Onesirosan, Budziszewski and Cummings. City staff present: City Manager A. Bell, City Attorney R. Tierney, Assistant City Manager/HR Manager K. Therres, Recreation Director J. Elholm, Police Chief B. Hubbard, West Metro Fire- Rescue District Chief J. Kunde, Community Development Director J. Sutter and City Clerk C. Serres II.Agenda The council and staff discussed the following agenda items: 1)Robbinsdale Area Schools transportation update – Kristen Hoheisel, CFO. 2)Council liaison reports. 3)Constituent issues update. 4)City manager update. 5)New business. 6)Announcements. III.Adjournment The work session adjourned at 6:59 p.m. Julie Deshler, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(c) DATE:December 30, 2025 TO:Adam R. Bell, City Manager City of Crystal City Council FROM: Jodi Bursheim, Contracted Finance Director RE: Expenditures over $25,000 Payee Amount Guardian Fleet Safety LLC $27,856.43 Metropolitan Council $179,868.11 Municipal Builders Inc $124,636.82 Nick's Tree Service Inc $28,000.00 WSB LLC $63,500.50 Central Roofing Company $25,052.98 Hampton Companies $30,975.40 LMCIT $69,713.00 Lynde & McLeod Inc $50,594.07 Northdale Construction Co $395,831.06 Valley Paving Inc $33,262.34 Waste Management (HRG)$163,947.60 IRS - EFTPS $80,235.49 MN PERA $78,702.62 West Metro Fire Rescue District $402,907.91 IRS - EFTPS $85,618.33 MN PERA $82,598.30 $1,950,289.71 Wastewater Services for January Squad 211 Build Finance Professional Services, Budget Implementation, & Supplemental Accounting Support Grant Reimbursement (3401-3417 Douglas clean up) Pool Building Siding & Public Works Window Replacement 2026 Utility Reconstruction, GIS Migration, & Park Design Special Assessment Tree Removals JWC Pump House Improvements (Pass-Through Cost ) New Hope, Brooklyn Center, and Crystal November Recycling 2025 Mill and Overlay 2025 Utility Reconstruction November HRG Yardwaste Activity Workers Comp Insurance Q4 2025 Employee & City Required Contributions for 12/19/25 Pay Date Federal & FICA Withholding Taxes for 12/19/25 Pay Date Fire State Aid (Pass-Through from State ) Employee & City Required Contributions for 12/5/25 Pay Date Federal & FICA Withholding Taxes for 12/5/25 Pay Date Description Abdo LLP $26,988.75 4.2 Page 1 of 2 City of Crystal Council Meeting Jan. 6, 2026 Applications for City License Liquor (temporary on-sale) Lynde’s Inn, Inc. dba Lynde’s Restaurant and Catering, 209 County Rd. 81, Osseo, MN 55369 (for an event on Jan. 17, 2026, at Crystal Community Center) Rental (new) 4628 Adair Ave. N. – Sharon Palbicki (Conditional) 5122 Florida Ave. N. – Rent It LLC (Conditional) Rental (renewal) 4031-4033 Adair Ave. N. – James Rolsing 4234 Adair Ave. N. – Good Domus Sub IX LLC (Conditional) 5203 Angeline Ave. N. – Abdirahman Adam 5333 Bernard Ave. N. – Daniel Pollack (Conditional) 3505 Brunswick Ave. N. – Donald Weld (Conditional) 3817-3819 Colorado Ave. N. – Robert Anderson 4523 Colorado Ave. N. – CFCB Holdings LLC 3200-3204 Douglas Dr. N. – Living Works Ventures Inc. (Conditional) 3246 Douglas Dr. N. – Bassett Creek Apartments LLC (Conditional) 3121 Florida Ave. N. – Zachary Mochinski (Conditional) 6160 Florida Ave. N. – Clint Schumann (Conditional) 4213 Georgia Ave. N. – Derek Gjestson 5407 Hampshire Ave. N. – Belden River Real Estate LLC (Conditional) 2726-2728 Jersey Ave. N. – Alice Conover 5331 Kentucky Ave. N. – Brad Buechele (Conditional) 3420 Louisiana Ave. N. – Johnathan McNeer (Conditional) 5708 Oregon Ct. N. – Hung Huynh (Conditional) 3532 Major Ave. N. – Lance Rosenberg 4756 Maryland Ave. N. – Princess Wilson (Conditional) 5412 Maryland Ave. N. – Grigoriy Vayntrub (Conditional) 3335 Nevada Ave. N. #3501 – Kelly Bania (Conditional) 5641-5643 Perry Ave. N. – Mercy Barros (Conditional) 5525 Regent Ave. N. – Cheng Lor (Conditional) 5607 Rhode Island Ave. N. – Anthony Otis 3225 Utah Ave. N. – Cove Builders LLC 4507 Vera Cruz Ave. N. – Michael Hillenbrand (Conditional) 3049 Winnetka Ave. N. – Reill Properties (Conditional) 4400 Xenia Ave. N. – CM Properties of MN LLC (Conditional) 3815 Yates Ave. N. – Kerby Skurat (Conditional) 5509 Yates Ave. N. – Princess Wilson (Conditional) 3149 Yukon Ave. N. – Home Share 7024 35th Pl. N. – James Barett (Conditional) 7201 36th Ave. N. – Valley Place MN Apts LLC (Conditional) 4.3 Page 2 of 2 6720 45th Ave. N. – Robert Loukinen (Conditional) 5324 48th Ave. N. – Sebit Artema (Conditional) 5333 49th Ave. N. – Joseph Anton (Conditional) 7019 50th Ave. N. – Alfred and Mary Reger Trust (Conditional) 5001 52nd Ave. N. – CBW Properties LLC (Conditional) 5029 53rd Ave. N. – Exceptional Homes/Remodeling Inc. (Conditional) 5014 56th Ave. N. – Danny Vo and Christina Duong 6922 58th Ave. N. – Chen Zhou Tobacco Crystal Tobacco Depot, LLC dba Crystal Tobacco Depot, 123 Willow Bend, Crystal, MN 55428 (pre- approved by City Manager Bell on Dec. 22, 2025) Northern Tier Retail LLC dba Speedway # 4187 7818 36th Ave. N., Crystal, MN 55427 (pre-approved by City Manager Bell on Dec. 23, 2025) RPSM, LLC dba Adair Liquor, 6001 42nd Ave. N., Crystal, MN 55422 (pre-approved by City Manager Bell on Dec. 31, 2025) Trilogy Limited Liability Company dba Trilogy, 2712 Douglas Dr. N., Crystal, MN 55422 (pre-approved by City Manager Bell on Dec. 23, 2025) Tree Trimmer SavATree LLC, 8000 Powell Rd. Ste. 160, Hopkins, MN 55343 (pre-approved by City Manager Bell on Dec. 23, 2025) Premier Tree Service, Inc., 8588 260th Ave., Pierz, MN 56364 (pre-approved by City Manager Bell on Dec. 23, 2025) 4.3 4.6 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 – ___ RESOLUTION UPDATING DESIGNATION OF DEPOSITORIES OF THE CITY OF CRYSTAL FOR 2026 WHEREAS, the City of Crystal’s investment policy calls for the designation of a bank as the city’s official depository; and WHEREAS, Wells Fargo Bank, N.A. filled that function and provided a full range of services for several years; and WHEREAS, in 2025, the City transferred most of its banking services to Bremer Bank; and WHEREAS, Bremer Bank, Wells Fargo Securities, RBC Dain Rauscher, PMA Financial Network/Securities, Inc. 4M, and Wells Fargo Advisory have provided investment brokerage services for the City. NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby designates Bremer Bank, in addition to Wells Fargo Bank, N.A., as the city’s official depositories, Bremer Wealth, Wells Fargo Securities, RBC Dain Rauscher, PMA Financial Network/Securities, Inc. 4M, and Wells Fargo Advisory as investment brokers, and Bremer Wealth and U.S. Bank for safekeeping of investment securities for the year 2026. BE IT FURTHER RESOLVED, that the contracted finance director, with authorization from the city manager, is authorized to monitor and provide recommendations on all banking and investment transactions necessary for the secure and efficient operation of the city. Adopted by the Crystal City Council this 6th day of January 2026. By: __________________________ Julie Deshler, Mayor ATTEST: __________________________ Christina Serres, City Clerk 4.7 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 – ___ RESOLUTION RECOGNIZING REV. DR. MARTIN LUTHER KING, JR. JANUARY 2026 WHEREAS, Rev. Dr. Martin Luther King, Jr.'s dream of equality and achieving social change through nonviolence has helped shape our nation; and WHEREAS, one of the City Council’s priorities is that Crystal be a city in which all feel welcomed; and WHEREAS, across the United States, this January, millions of citizens across the nation will honor and celebrate Dr. King's life and teachings, recognizing the needs of and serving their communities; and WHEREAS, on January 19, 2026, we celebrate and remember his legacy as an American hero and tireless social activist, who called upon our nation to ensure equal justice under the law; upholding our founding principles which recognize individual rights to life, liberty, and the pursuit of happiness; and WHEREAS, Dr. King encouraged Americans to come together, regardless of age, race, or creed, to strengthen their communities, alleviate poverty, and value the dignity and respect inherent in all people. Through his example, he taught the values of courage, truth, justice, compassion, dignity, humility, service, and brotherhood. NOW, THEREFORE, BE IT RESOLVED, that the Crystal City Council recognizes January 19, 2026, as Rev. Dr. Martin Luther King, Jr. Day in the City of Crystal celebrating Dr. King’s life and contributions to civil rights. BE IT FURTHER RESOLVED, that the Crystal City Council encourages each of us, every day, to act for the future betterment of our community. Adopted by the Crystal City Council this 6th day of January 2026. By: __________________________ Julie Deshler, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk 4.9 COUNCIL STAFF REPORT DATE: January 6, 2026 FROM: Brad Fortin, Superintendent of Parks and Facilities TO: Mayor and City Council City Manager Adam R. Bell CC: RE: Generator upgrades for City Hall Background The Long-Term Plan includes $135,000.00 in 2026 for generator upgrades at City Hall. The existing generator at City Hall was installed in 1993 and currently powers roughly 1/8th of City Hall. The generator update project actually removes the vintage generator from City Hall and ties in directly with our much larger generator existing at our Police Building. The generator upgrade will run 90% of our City Hall electrical needs, including the HVAC systems. Reasons for modernization •Current unit is way undersized for City Hall electrical needs. •Obsolete engine and little availability to parts. •Adding the ability to run HVAC units during a power outage. •Reduction of generators to maintain by converging with the PD. •Existing generator is at the end of its useful life. Electrical Contractor Laketown Electric was chosen for this generator upgrade for a few reasons: •Laketown wired the new Police Building •Laketown designed and installed the generator at the Police Station •Laketown is familiar with our electrical system and can make a seamless transition Overall Projected Cost •$119,650.00 Attachment •Quote from Laketown Electric Requested City Council Action •Staff recommends approval of Motion to approve the resolution authorizing the contract for the generator upgrade at City Hall. 4.10 Page 1 of 2 Date: 12/5/2025 To: Brad Fortin Company: City of Crystal Police Facility Project: City Hall Generator Connection REV II Address: 4141 Douglas Drive North Scope of Work 1. Install (1) 200A 3-Pole breaker in DP-H1 for General Purpose Loads in City Hall 2. Install (1) 60A 3-Pole breaker in EM-LTG for EM Lighting in City Hall Loads 3. Provide and install (1) 100A 208/120V panel to feed EM lighting throughout City Hall. This is required per NEC as we need to keep “OPTIONAL” items, i.e. AHU’s, receptacle loads, etc. and “Emergency” items on separate transfer switches. 4. Provide and install (1) 30KVA 480-208/120V Transformer for EM Lighting 5. Provide and install (1) 150KVA 480-208/120V Transformer for Optional Standby 6. Conduit and wiring from 150KVA transformer to existing ELDP-1-1 to feed all Optional Standby items. 7. Disconnect and remove existing ATS for handover to City for potential parts or reuse. 8. Remove all feeds and controls terminating to existing generator. 9. Label all equipment as applicable. 10. All loads currently being fed from the ELDP-1-1 will be transferred to the new generator in the police facility. 11. Provide and install (12) circuits to feed EM lighting from new EM panel. 12. With this installation, this will eliminate the need for the existing City Hall generator. After further review, it was determined that the Police Facility generator is of adequate size and capacity to allow the removal. 13. I have coordinated with the Crystal Electrical Inspector and the building official on the requirements of the installation, and it was deemed acceptable to provide (2) separate feeds from the Police generator, one for EM and one for Optional loads and to separate out the existing loads as best as possible given the existing conditions. Total Cost = $110,800.00 4.10 Page 2 of 2 Add Alternate #1: $8,850.00 Scope of Work 1. Provide connections of AHU #1 & #2 to the existing ELDP-1-1 for generator backup. 2. Provide and install wiring to up to (8) existing circuits for receptacle loads on the upper floor to be on generator backup. 3. This Add Alternate can be performed with or without the base scope of work and can provide generator backup as requested. ** Please Note: Material is based on current pricing; this proposal does not reflect any unforeseen escalations. Due to extreme supplier and commodity price fluctuations this price is good for a period not to exceed 15 days. ** Inclusions: 1. Permit Exclusions: 1. Utility Fees/Usage Charges 2. Overtime Labor or Weekend Work 3. Prevailing Wages 4. Removal and decommissioning of existing generator. 5. Removal of gas and exhaust on existing generator. 6. Painting of conduit running through exposed areas Thanks, Adam Von Behren 4.10 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ APPROVE GENERATOR UPGRADES FOR CITY HALL WHEREAS, the maintaining and reconstructing of city infrastructure is an essential service in the City of Crystal; and WHEREAS, the city has developed a long-term plan for the replacement and maintenance of equipment; and WHEREAS, the city solicited quotes to make necessary upgrades to connect city hall into the existing police generator; and WHEREAS, upgrading the city hall connection into the police generator will run 90% of city hall’s needs. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Crystal City Council hereby approves the generator upgrades for city hall. Adopted this 6th day of January 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.10 COUNCIL STAFF REPORT DATE: January 6, 2026 FROM: Brad Fortin, Superintendent of Parks and Facilities TO: Mayor and City Council City Manager Adam R. Bell CC: RE: GMC 2500 pickup purchase 2026 Background The 2026 LTP includes funding for the replacement of Pickup truck #115. Funding is currently allocated for $62,000.00 for the acquisition of this truck. This vehicle will be purchased from Karl Automotive Group for the price of $54,570.85. (State contract #258623) The existing vehicle is 15 years old and has been used heavily in both snow removal operations and by our park’s maintenance team. Exiting truck #115 will be sold on the State of Minnesota auction with an estimated value of $10,000.00 Requested City Council Action Staff recommends approval of motion to approve the resolution approving the purchase of this vehicle and its accessories. 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro KARL AUTO GROUP is proud to be your #1 Government Chevrolet Vehicle Dealer in Iowa for several years in a row. We are the only Government Dealer in Iowa to provide you a full time staff dedicated solely to government entities and their needs. We can assist you with all of your vehicle needs to include "turn-key" solutions and custom upfitting, saving you time and money with our own Karl Emergency Vehicles. Thank you for the opportunity to earn your business. 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 2 KARL AUTOMOTIVE GROUP Dealership Information KARL AUTO GROUP JACOB MADSEN 515-645-3634 J.MADSEN@KARLCHEVROLET.COM Prepared By: JACOB MADSEN KARL AUTOMOTIVE GROUP 5156453634 J.MADSEN@KARLCHEVROLET.COM 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 3 Price Summary PRICE SUMMARY Invoice Invoice Base Price $48,813.60 $48,813.60 Total Options $3,162.25 $3,162.25 Vehicle Subtotal $51,975.85 $51,975.85 Dealer Advertising Adjustment $0.00 $0.00 Destination Charge $2,595.00 $2,595.00 Grand Total $54,570.85 $54,570.85 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 4 Quote Worksheet MSRP Base Price $51,600.00 Dest Charge $2,595.00 Total Options $3,475.00 Subtotal $57,670.00 GOV DISCOUNT ($4,600.00) UPFITTER INSTALL $395.00 Subtotal Pre-Tax Adjustments ($4,205.00) Less Customer Discount ($4,461.69) Subtotal Discount ($4,461.69) Trade-In $0.00 Excluded from Sales Tax Subtotal Trade-In $0.00 Taxable Price $49,003.31 Sales Tax $0.00 Subtotal Taxes $0.00 Subtotal Post-Tax Adjustments $0.00 Total Sales Price $49,003.31 Dealer Signature / Date Customer Signature / Date 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 5 Window Sticker SUMMARY [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro MSRP:$51,600.00 Interior:Jet Black, Vinyl seat trim Exterior 1:Summit White Exterior 2:No color has been selected. Engine, 6.6L V8 Transmission, 10-Speed automatic OPTIONS CODE MODEL MSRP TK20953 [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro $51,600.00 OPTIONS 1SA Pro Preferred Equipment Group $0.00 9L7 Upfitter switch kit, (5)$150.00 AKO Glass, deep-tinted Inc. AZ3 Seats, front 40/20/40 split-bench $0.00 B30 Floor covering, color-keyed carpeting $100.00 C49 Defogger, rear-window electric Inc. C7G GVWR, 10,500 lbs. (4763 kg)Inc. CGN Bedliner, Spray-on, Pickup bedliner $545.00 DBG Mirrors, outside power-adjustable vertical trailering Inc. E63 Pickup bed $0.00 FE9 Emissions, Federal requirements $0.00 GAZ Summit White $0.00 GT4 Rear axle, 3.73 ratio $0.00 H2G Jet Black, Vinyl seat trim $0.00 IOR Audio system, GMC Infotainment System with 7" diagonal color touch-screen $0.00 KC9 Power outlet, bed mounted, 120-volt $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 6 KI4 Power outlet, instrument panel, 120-volt $225.00 KW5 Alternator, 220 amp Inc. L8T Engine, 6.6L V8 $0.00 MKM Transmission, 10-Speed automatic $0.00 NZZ Skid Plates Inc. PCI Convenience Package $910.00 PDH LPO, GMC Protection Package $495.00 PYN Wheels, 17" (43.2 cm) painted steel, Silver $0.00 QHQ Tires, LT245/75R17E all-season, blackwall $0.00 QT5 Tailgate, gate function manual with EZ Lift Inc. RIA LPO, All-weather floor liner, 1st and 2nd rows Inc. RVQ LPO, Black tubular assist steps, 6" rectangular $750.00 UF2 LED Cargo Area Lighting Inc. VQK LPO, Front and rear molded splash guards, Black Inc. VYU Snow Plow Prep/Camper Package $300.00 ZHQ Tire, spare LT245/75R17E all-season, blackwall $0.00 SUBTOTAL $55,075.00 Adjustments Total $0.00 Destination Charge $2,595.00 TOTAL PRICE $57,670.00 FUEL ECONOMY Est City:N/A Est Highway:N/A Est Highway Cruising Range:N/A 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 7 Standard Equipment Package Sierra HD Pro Safety includes (UEU) Forward Collision Alert, (UE4) Following Distance Indicator, (UKJ) Front Pedestrian Braking, (TQ5) IntelliBeam, (UFL) Lane Departure Warning, (T8Z) Buckle to Drive and (UHY) Automatic Emergency Braking Trailering Package includes trailer hitch, 7-pin and 4-pin connectors and (CTT) Hitch Guidance (Deleted when (ZW9) pickup bed delete is ordered.) Mechanical Engine, 6.6L V8 with Direct Injection and Variable Valve Timing, gasoline, (401 hp [299 kW] @ 5200 rpm, 464 lb -ft of torque [629 N-m] @ 4000 rpm) (STD) Transmission, 10-Speed automatic (STD) Rear axle, 3.73 ratio (Requires (L8T) 6.6L V8 gas engine.) Pickup bed includes bed assist step (Deleted when (ZW9) pickup bed delete is ordered.) (STD) GVWR, 10,500 lbs. (4763 kg) (STD) (Included and only available with TK20953 and (L8T) 6.6L V8 gas engine with 17" wheels.) Push Button Start Transfer case, two-speed, electronic shift with push button controls (Requires 4WD models.) Auto-locking rear differential Four wheel drive Cooling, external engine oil cooler Cooling, auxiliary external transmission oil cooler Air filter, heavy-duty Air filtration monitoring Battery, heavy-duty 720 cold-cranking amps/80 Amp-hr maintenance-free with rundown protection and retained accessory power (Included and only available with (L8T) 6.6L V8 gas engine.) Alternator, 170 amps (Requires (L8T) 6.6L V8 gas engine.) Trailer brake controller, integrated Recovery hooks, front, frame-mounted, Black Frame, fully-boxed, hydroformed front section and a fully-boxed stamped rear section Suspension Package (Not available with (X31) Off-Road Package.) Steering, Recirculating Ball with smart flow power steering system Brakes, 4-wheel antilock, 4-wheel disc with DURALIFE rotors 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 8 Mechanical Brake lining wear indicator Capless Fuel Fill (Requires (L8T) 6.6L gas V8 engine. Not included with (ZW9) pickup bed delete.) Exterior Wheels, 17" (43.2 cm) painted steel, Silver (STD) (Not currently available to order.) Tires, LT245/75R17E all-season, blackwall (STD) Tire, spare LT245/75R17E all-season, blackwall (STD) (Included and only available with (QHQ) LT245/75R17E all-season, blackwall tires with (E63) pickup bed models. Available to order when (ZW9) pickup bed delete and (QHQ) LT245/75R17E all-season, blackwall tires are ordered.) Tire carrier lock keyed cylinder lock that utilizes same key as ignition and door (Deleted with (ZW9) pickup bed delete.) Bumper, front chrome lower Bumper, rear chrome with bumper CornerSteps Bed Step, Black integrated on forward portion of bed on driver and passenger side (Not available on (ZW9) pickup bed delete.) CornerStep, rear bumper Cargo tie downs (12), fixed, rated at 500 lbs per corner Moldings, beltline, Black Grille (Chrome with flat black grille insert bars.) Headlamps, Animated LED projectors LED turn signals and Daytime Running Lamps IntelliBeam, automatic high beam on/off (Included and only available with (PDI) Sierra HD Pro Safety.) Lamps, cargo area cab mounted integrated with center high mount stop lamp, with switch in bank on left side of steering wheel Taillamps, LED Signature Tail, Incandescent Brake, Turn & Reverse Lamps Mirrors, outside high-visibility vertical trailering lower convex mirrors, manual-folding/extending (extends 3.31" [84.25mm]), molded in Black (Not available on Regular Cab models.) Glass, solar absorbing, tinted Door handles, Black grained Tailgate, standard (Deleted with (ZW9) pickup bed delete.) Tailgate, locking, utilizes same key as ignition and door (Included and only available with (QK1) standard tailgate. Deleted with (ZW9) pickup bed delete.) Tailgate, gate function manual, no lift assist (Deleted with (ZW9) pickup bed delete.) Tailgate and bed rail protection caps, top (Deleted with (ZW9) pickup bed delete.) 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 9 Entertainment Audio system, GMC Infotainment System with 7" diagonal color touch-screen AM/FM stereo with seek-and-scan and digital clock, includes Bluetooth streaming audio for music and select phones; featuring wireless Apple CarPlay and Android Auto capable (STD) Audio system feature, 6-speaker system (Requires Crew Cab or Double Cab model.) Bluetooth for phone connectivity to vehicle infotainment system Wireless phone projection for Apple CarPlay and Android Auto Wi-Fi Hotspot capable (Terms and limitations apply. See onstar.com or dealer for details.) Interior Seats, front 40/20/40 split-bench with covered armrest storage and under-seat storage (lockable) (STD) Seat trim, Vinyl Seat adjuster, driver 4-way manual Seat adjuster, passenger 4-way manual Seat, rear 60/40 folding bench (folds up), 3-passenger (includes child seat top tether anchor) (Not available with Regular Cab model.) Floor covering, rubberized-vinyl (Not available with LPO floor liners.) Steering wheel, urethane Steering column, Tilt-Wheel, manual with wheel locking security feature Instrument cluster 6-gauge cluster featuring speedometer, fuel level, engine temperature, tachometer, voltage and oil pressure Driver Information Center, 3.5" diagonal monochromatic display Rear Seat Reminder (Requires Crew Cab or Double Cab model.) Exterior Temperature Display, located in radio display Compass, located in instrument cluster Windows, power front, drivers express up/down Window, power front, passenger express down Windows, power rear, express down (Not available on Regular Cab models.) Door locks, power Remote Keyless Entry Cruise control, steering wheel-mounted USB Ports, 2, Charge/Data ports located on instrument panel Power outlet, front auxiliary, 12-volt 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 10 Interior Air conditioning, single-zone Air vents, rear (Not available with Regular Cab model.) Mirror, inside rearview, manual tilt Assist handles front A-pillar mounted for driver and passenger, rear B-pillar mounted Safety-Mechanical Front Pedestrian Braking (Included and only available with (PDI) Sierra HD Pro Safety.) Automatic Emergency Braking (Included and only available with (PDI) Sierra HD Pro Safety.) StabiliTrak, stability control system with Proactive Roll Avoidance and traction control, includes electronic trailer sway control and hill start assist Safety-Exterior Daytime Running Lamps, LED signature lighting LED Signature DRL's Safety-Interior Airbags, Dual-stage frontal airbags for driver and front outboard passenger; Seat-mounted side-impact airbags for driver and front outboard passenger; Head-curtain airbags for front and rear outboard seating positions; Includes front outboard Passenger Sensing System for frontal outboard passenger airbag (Always use seat belts and child restraints. Children are safer when properly secured in a rear seat in the appropriate child restraint. See the Owner's Manual for more information.) OnStar Services capable (See onstar.com for details and limitations. Services vary by model. Service plan required.) HD Rear Vision Camera (Not available with (ZW9) pickup bed delete. Removed with (UV2) HD Surround Vision.) Hitch Guidance dynamic single line to aid in truck trailer alignment for hitching (Deleted with (ZW9) pickup bed delete.) Forward Collision Alert (Included and only available with (PDI) Sierra HD Pro Safety.) Following Distance Indicator (Included and only available with (PDI) Sierra HD Pro Safety.) Lane Departure Warning (Included and only available with (PDI) Sierra HD Pro Safety.) Rear Seat Belt Indicator (Requires Crew Cab or Double Cab model.) Seat Belt Adjustable Guide Loops, front row only (Included and only available on Crew Cab and Double Cab models. Not available with (ZW9) pickup bed delete.) Buckle to Drive prevents vehicle from being shifted out of Park until driver seat belt is fastened; times out after 20 seconds and encourages seat belt use (Included and only available with (PDI) Sierra HD Pro Safety.) 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 11 Safety-Interior Teen Driver a configurable feature that lets you activate customizable vehicle settings associated with a key fob, to help encourage safe driving behavior. It can limit certain available vehicle features, and it prevents certain safety systems from being turned off. An in-vehicle report card gives you information on driving habits and helps you to continue to coach your new driver Tire Pressure Monitoring System, auto learn includes Tire Fill Alert (does not apply to spare tire) Trailering Information Label provides max trailer ratings for tongue weight, conventional, gooseneck and 5th wheel trailering (Not available on (ZW9) pickup bed delete.) OnStar Basics (OnStar Fleet Basics for Fleet) Drive confidently with core OnStar services including select remote commands, built-in voice assistance, real-time traffic and navigation, and Automatic Crash Response to help if you're in need. (Requires (UE1) OnStar. OnStar Basics includes select remote commands, Navigation, Voice Assistance, and Automatic Crash Response, for eligible vehicles with compatible software. OnStar Basics is standard for 8 years; OnStar plan, working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See onstar.com for details and limitations.) WARRANTY Warranty Note: <<< Preliminary 2026 Warranty >>> Basic Years: 3 Basic Miles/km: 36,000 Drivetrain Years: 5 Drivetrain Miles/km: 60,000 Drivetrain Note: 3.0L & 6.0L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles Corrosion Years (Rust-Through): 6 Corrosion Years: 3 Corrosion Miles/km (Rust-Through): 100,000 Corrosion Miles/km: 36,000 Roadside Assistance Years: 5 Roadside Assistance Miles/km: 60,000 Roadside Assistance Note: 3.0L & 6.0L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles Maintenance Note: First Visit: 12 Months/12,000 Miles 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 12 Optional Equipment NOTE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice **** FEATURE AVAILABILITY WILL CHANGE THROUGHOUT THE MODEL YEAR. SEE THE WINDOW LABEL OF A SPECIFIC VEHICLE TO DETERMINE ITS CONTENT. ** 0.00 lbs 0.00 lbs $0.00 $0.00 BODY CODE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice E63 Pickup bed includes bed assist step (STD)0.00 lbs 0.00 lbs $0.00 $0.00 ZW9 Pickup bed, delete includes capped fuel fill, (SFW) Back-up alarm calibration, (9J4) rear bumper delete, (9L3) spare tire delete and spare tire carrier delete. (Requires long bed model and 17" wheels.) *CREDIT* 0.00 lbs 0.00 lbs ($1,051.05 ) ($1,051.05 ) EMISSIONS CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice FE9 Emissions, Federal requirements 0.00 lbs 0.00 lbs $0.00 $0.00 NB8 Emissions override, California (allows a dealer in states that require California emissions - California, Colorado, Connecticut, Delaware, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island or Washington - to order Federal emissions for a vehicle that will be registered in a state that has Federal emission requirements). Do not use for vehicles that will be registered in California, Colorado, Connecticut, Delaware, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island or Washington (Requires (FE9) Federal emissions requirements.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 13 EMISSIONS CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice NB9 Emissions override, state-specific (for dealers ordering vehicles in (YF5) or (NE1) emission states - California, Colorado, Connecticut, Delaware, Maine, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island, Vermont and Washington) (Allows a California dealer (YF5 emissions) to order (NE1) emissions with (NB9) emissions override code for registration in (NE1) states; or, a Colorado, Connecticut, Delaware, Maine, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island, Vermont and Washington dealer (NE1 emissions) to order (YF5) emissions with (NB9) emissions override code for registration in California.) 0.00 lbs 0.00 lbs $0.00 $0.00 NC7 Emissions override, Federal (for vehicles ordered by dealers in Federal emission states with (YF5) or (NE1) emissions - Not required for vehicles being shipped to California, Colorado, Connecticut, Delaware, Maine, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island, Vermont or Washington) (Requires (YF5) California state emissions requirements or (NE1) Colorado, Connecticut, Delaware, Maine, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island, Vermont or Washington state emissions requirements.) 0.00 lbs 0.00 lbs $0.00 $0.00 NE1 Emissions, Colorado, Connecticut, Delaware, Maine, Maryland, Massachusetts, Minnesota, Nevada, New Jersey, New York, Oregon, Pennsylvania, Rhode Island, Vermont and Washington state requirements 0.00 lbs 0.00 lbs $0.00 $0.00 YF5 Emissions, California state requirements 0.00 lbs 0.00 lbs $0.00 $0.00 ENGINE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice L5P Engine, Duramax 6.6L Turbo-Diesel V8, B20-Diesel compatible (470 hp [350.5 kW] @ 2800 rpm, 975 lb-ft of torque [1322 Nm] @ 1600 rpm) (Includes (K05) engine block heater.) 0.00 lbs 0.00 lbs $9,090.90 $9,090.90 L8T Engine, 6.6L V8 with Direct Injection and Variable Valve Timing, gasoline, (401 hp [299 kW] @ 5200 rpm, 464 lb-ft of torque [629 N-m] @ 4000 rpm) (STD) 0.00 lbs 0.00 lbs Inc. Inc. 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 14 TRANSMISSION CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice MGM Transmission, 10-speed automatic (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine. Not available with (PTO) Power take-off.) 0.00 lbs 0.00 lbs $0.00 $0.00 MGU Transmission, 10-speed automatic with integrated Power Take-Off (PTO) (Included and only available with (PTO) Power Take-off. Requires (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 MKM Transmission, 10-Speed automatic (STD)0.00 lbs 0.00 lbs $0.00 $0.00 GVWR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice C7A Lowered GVWR, 10,000 lbs. (4536 kg), lowers GVWR and significantly decreases towing and/or payload ratings (Available to all models with L8T Gas Engine. (L5P) Diesel requires TC20943 or TK20*43 or TK20*53 models. With (ZW9) pickup bed delete requires (QXT) LT265/70R17E all- terrain, blackwall tires. Not available with (QF6) LT275/70R18E all-terrain, blackwall tires on T*209*3 models. With L5P Diesel on T*20943 models not available with (QHQ) LT245/75R17E all-season, blackwall tires. With L5P Diesel on TK20943 not available with (QXT) LT265/70R17E all-terrain, blackwall tires.) 0.00 lbs 0.00 lbs $0.00 $0.00 C7G GVWR, 10,500 lbs. (4763 kg) (STD) (Included and only available with TK20953 and (L8T) 6.6L V8 gas engine with 17" wheels.) 0.00 lbs 0.00 lbs Inc. Inc. CKJ GVWR, 10,950 lbs. (4967 kg) (Included and only available with TK20953 model and (L8T) 6.6L V8 gas engine with 18" or 20" wheels.) 0.00 lbs 0.00 lbs $0.00 $0.00 JFO GVWR, 11,200 lbs. (5080 kg) (Included and only available with TC20943 model and (L5P) Duramax 6.6L Turbo-Diesel V8 engine with 18" or 20" wheels or TK20753 model and (L5P) Duramax 6.6L Turbo-Diesel V8 engine with 18" or 20" wheels, TK20953 model and (L5P) Duramax 6.6L Turbo- Diesel V8 engine with 17" wheels or TC20903 model and (L5P) Duramax 6.6L Turbo-Diesel V8 engine with 18" wheels and (NHT) Max Trailering Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 15 GVWR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice JGM GVWR, 11,450 lbs. (5194 kg) (Included and only available with TK20953 model and (L5P) Duramax 6.6L Turbo-Diesel V8 engine with 18" or 20" wheels. Included and only available with TK20903 model and (L5P) Duramax 6.6L Turbo-Diesel V8 engine with 18" or 20" wheels with (NHT) Max Trailering Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 AXLE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice GT4 Rear axle, 3.73 ratio (Requires (L8T) 6.6L V8 gas engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 GU6 Rear axle, 3.42 ratio (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 PREFERRED EQUIPMENT GROUP CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 1SA Pro Preferred Equipment Group includes standard equipment 0.00 lbs 0.00 lbs $0.00 $0.00 WHEELS CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PYN Wheels, 17" (43.2 cm) painted steel, Silver (STD) (Not currently available to order.) 0.00 lbs 0.00 lbs $0.00 $0.00 PYQ Wheels, 17" (43.2 cm) machined aluminum 0.00 lbs 0.00 lbs $318.50 $318.50 PYT Wheels, 18" (45.7 cm) 8-spoke painted steel, Silver Extended (Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $273.00 $273.00 TIRES CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice QF6 Tires, LT275/70R18E all-terrain, blackwall (Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $182.00 $182.00 QHQ Tires, LT245/75R17E all-season, blackwall (STD)0.00 lbs 0.00 lbs Inc. Inc. QXT Tires, LT265/70R17E all-terrain, blackwall (Included with (X31) X31 Off-Road Package.) 0.00 lbs 0.00 lbs $182.00 $182.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 16 SPARE TIRE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice ZHQ Tire, spare LT245/75R17E all-season, blackwall (STD) (Included and only available with (QHQ) LT245/75R17E all- season, blackwall tires with (E63) pickup bed models. Available to order when (ZW9) pickup bed delete and (QHQ) LT245/75R17E all-season, blackwall tires are ordered.) 0.00 lbs 0.00 lbs Inc. Inc. ZXT Tire, spare LT265/70R17E all-terrain, blackwall (Included and only available with (QXT) LT265/70R17E all-terrain, blackwall tires with (E63) pickup bed models. Available to order when (ZW9) pickup bed delete and (QXT) LT265/70R17E all-terrain, blackwall tires are ordered.) 0.00 lbs 0.00 lbs $0.00 $0.00 ZYG Tire, spare LT275/70R18 all-terrain, blackwall (Included and only available with (QF6) LT275/70R18E all-terrain, blackwall tires with (E63) pickup bed models.) 0.00 lbs 0.00 lbs $0.00 $0.00 PAINT CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice G42 Coastal Dune (Available at extra charge.)0.00 lbs 0.00 lbs $450.45 $450.45 G7C Cardinal Red (Available at extra charge.)0.00 lbs 0.00 lbs $450.45 $450.45 GAZ Summit White 0.00 lbs 0.00 lbs $0.00 $0.00 GBA Onyx Black (Available at extra charge.)0.00 lbs 0.00 lbs $450.45 $450.45 GXD Sterling Metallic (Available at extra charge.)0.00 lbs 0.00 lbs $450.45 $450.45 GXP Downpour Metallic (Available at extra charge. Not available on 3SA.) 0.00 lbs 0.00 lbs $450.45 $450.45 SEAT TYPE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice AZ3 Seats, front 40/20/40 split-bench with covered armrest storage and under-seat storage (lockable) (STD) 0.00 lbs 0.00 lbs $0.00 $0.00 SEAT TRIM CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice H0U Jet Black, Cloth seat trim 0.00 lbs 0.00 lbs $0.00 $0.00 H1T Jet Black, Cloth seat trim 0.00 lbs 0.00 lbs $0.00 $0.00 H2G Jet Black, Vinyl seat trim 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 17 RADIO CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice IOR Audio system, GMC Infotainment System with 7" diagonal color touch-screen AM/FM stereo with seek-and-scan and digital clock, includes Bluetooth streaming audio for music and select phones; featuring wireless Apple CarPlay and Android Auto capable (STD) 0.00 lbs 0.00 lbs $0.00 $0.00 ADDITIONAL EQUIPMENT - PACKAGE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice F60 Heavy Duty Front Spring/Camper Package Note: If ordered for Camper usage, recommend ordering (UY2) Trailering wiring provisions (Not available with (VYU) Snow Plow Prep/Camper Package.) 0.00 lbs 0.00 lbs $40.95 $40.95 PCI Convenience Package includes (QT5) EZ Lift power lock and release tailgate, (K34) Cruise control, (AKO) tinted glass, (UF2) LED cargo bed lighting, (C49) rear-window defogger and (DBG) outside power-adjustable vertical trailering with heated upper glass (Requires (KI4) 120-volt power outlet. Note: (QT5) EZ Lift power lock and release tailgate can be upgraded to (QK2) GMC MultiPro Tailgate. Note: (DBG) outside power-adjustable vertical trailering with heated upper glass can be upgraded to (DLN) outside heated power- adjustable, manual folding non-trailer mirror or (DWI) trailer mirrors.) 0.00 lbs 0.00 lbs Inc. Inc. PQA 1SA Pro Safety Plus Package includes (UD5) Front and Rear Park Assist, (UFG) Rear Cross Traffic Alert, (UKC) Lane Change Alert with Side Blind Zone Alert and (DWI) trailer mirrors (Requires (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Requires (C49) rear-window defogger. Requires (KI4) 120-volt power outlet and (KC9) 120-volt bed- mounted power outlet. Not available with (ZW9) Pickup bed delete.) 0.00 lbs 0.00 lbs $1,201.20 $1,201.20 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 18 ADDITIONAL EQUIPMENT - PACKAGE CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice VYU Snow Plow Prep/Camper Package includes (KW5) 220-amp alternator, includes increased front GAWR on Heavy Duty models, (NZZ) skid plates (transfer case and oil pan), pass through dash grommet hole and roof emergency light provisions. Contact GM Upfitter Integration at www.gmupfitter.com for plow installation details and assistance. Note: if ordered for Camper usage, recommend ordering (UY2) Trailering wiring provisions (Requires 4WD model. Includes (KW5) 220-amp alternator and is upgradeable to (KHF) Dual alternators (220-amp primary, 170 -amp auxiliary). Not available with (F60) Heavy Duty Front Spring/Camper Package.) 0.00 lbs 0.00 lbs $273.00 $273.00 X31 X31 Off-Road Package includes (JHD) Hill Descent Control, (NZZ) skid plates, Off-Road suspension, Twin-tube Rancho shocks and X31 hard badge (Requires 4WD model and AT tires. Includes (QXT) LT265/70R17E all-terrain, blackwall tires. Not available with (ZW9) pickup bed delete. (QXT) LT265/70R17E all-terrain, blackwall tires can be upgraded to (QF6) LT275/70R18E all-terrain, blackwall tires.) 0.00 lbs 0.00 lbs $477.75 $477.75 ZLQ Fleet Convenience Package includes (QT5) EZ Lift power lock and release tailgate (Requires a Fleet or Government Sales order. Requires (DWI) trailer mirrors on Regular Cab models. Requires (PQA) 1SA Pro Safety Plus Package when (E63) Pickup bed is ordered. Not available with (PCI) Convenience Package. Requires (KI4) 120-volt power outlet. When ordered on Double or Crew Cab models with (ZW9) pickup bed delete, (DWI) trailer mirrors can be replaced with (DBG) mirrors and (QT5) EZ Lift power lock and release tailgate and (UD5) Front and Rear Park Assist is deleted.) 0.00 lbs 0.00 lbs $136.50 $136.50 ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 5M7 Speedometer calibration, provisions Provides an owners manual supplement listing of speedometer calibrations to be programmed into the powertrain control module (PCM), after sale, to accommodate tire size changes utilized by railroad equipment. See Upfitter Integration website www.gmupfitter.com Technical Bulletins section for calibration listing and instructions. (Requires (L8T) 6.6L V8 engine. Not available with SEO (9C2) 65 MPH governor, (9B9) 70 MPH governor or (9D7) 75 MPH governor.) 0.00 lbs 0.00 lbs $45.50 $45.50 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 19 ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 9B9 Governor, electronic speed sensor set to 70 MPH Provides electronic software to limit maximum road speed to 70-MPH. Cruise control limited to 65 MPH. (Not available with SEOs (5M7) Speedometer calibration, (9C2) 65 mph road speed governor or (9D7) 75 mph road speed governor. Requires (QXT) LT265/70R17E all-terrain, blackwall tires or (QF6) LT275/70R18E all-terrain, blackwall tires.) 0.00 lbs 0.00 lbs $45.50 $45.50 9C2 Governor, electronic speed sensor set to 65 MPH Provides electronic software to limit maximum road speed to 65-MPH. Cruise control limited to 60 MPH. (Not available with SEOs (5M7) Speedometer calibration, (9B9) 70 mph road speed governor or (9D7) 75 mph road speed governor. Requires (QXT) LT265/70R17E all-terrain, blackwall tires or (QF6) LT275/70R18E all-terrain, blackwall tires.) 0.00 lbs 0.00 lbs $45.50 $45.50 9D7 Governor, electronic speed sensor set to 75 MPH Provides electronic software to limit maximum road speed to 75-MPH. Cruise control limited to 70 MPH. (Not available with SEOs (5M7) Speedometer calibration, (9C2) 65 mph road speed governor or (9B9) 70 mph road speed governor. Requires (QXT) LT265/70R17E all-terrain, blackwall tires or (QF6) LT275/70R18E all-terrain, blackwall tires.) 0.00 lbs 0.00 lbs $45.50 $45.50 ___Battery, heavy-duty dual 730 cold-cranking amps/70 Amp-hr maintenance-free with rundown protection and retained accessory power (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 ___Capped Fuel Fill (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine or (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 ___Suspension, Off-Road includes twin-tube shocks (Included and only available with (X31) X31 Off-Road Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 FHS E85 FlexFuel capable (Requires (L8T) Gas Engine. Not available with (ZW9) pickup box delete, (C7A) 10,000 lbs. (4536 kg) GVWR. Not available on Regular Cab models.) 0.00 lbs 0.00 lbs $91.00 $91.00 FPF DPF, diesel particulate filter, manual regeneration customer regeneration will not be allowed until the DPF load percentage has reached 100% full and a driver information center (DIC) message has been shown (Requires a Fleet or Government Sales order. Requires (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $227.50 $227.50 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 20 ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice JHD Hill Descent Control (Included and only available with (X31) X31 Off-Road Suspension Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 K05 Engine block heater (Included with (L5P) Duramax 6.6L Turbo -Diesel V8 engine.) 0.00 lbs 0.00 lbs $91.00 $91.00 K40 Exhaust brake (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 K4Z Battery, auxiliary, 700 cold-cranking amps/70 Amp-hr (Requires (L8T) 6.6L V8 gas engine and either (KW5) 220- amp alternator or (KHF) dual alternators. Not available with (KW7) 170-amp alternator.) 0.00 lbs 0.00 lbs $122.85 $122.85 KHF Alternators, dual, 220-amps primary, 170-amps auxiliary (With (L8T) 6.6L V8 gas engine, (K4Z) 700 cold-cranking amps/70 Amp-hr auxiliary battery is required.) 0.00 lbs 0.00 lbs $0.00 $0.00 KW5 Alternator, 220 amp (Included with (L5P) Duramax 6.6L Turbo -Diesel V8 engine or (VYU) Snow Plow Prep/Camper Package. Free flow on (L8T) 6.6L V8 gas engine.) 0.00 lbs 0.00 lbs Inc. Inc. NQH Transfer case, two-speed active, electronic Autotrac with push button control (Requires a Fleet or Government Sales order. Requires 4WD models.) 0.00 lbs 0.00 lbs $182.00 $182.00 NZZ Skid Plates protect the oil pan, front axle and transfer case (Included with (X31) X31 Off-Road Package or (VYU) Snow Plow Prep/Camper Package.) 0.00 lbs 0.00 lbs Inc. Inc. PTO Power Take-Off (Requires (L5P) Duramax 6.6L Turbo-Diesel V8 engine. Includes (MGU) 10-speed transmission. Requires 4WD model.) 0.00 lbs 0.00 lbs $905.45 $905.45 UF3 High idle switch (Not available with (PTO) Power Take-off.) 0.00 lbs 0.00 lbs $182.00 $182.00 UY2 Trailering wiring provisions, for trailering, 5th wheel and gooseneck trailer includes additional 7-way wiring harness located at the rear of the pickup bed attached to the rear frame cross member (Not available with (Z6A) Gooseneck / 5th Wheel Prep Package or (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $31.85 $31.85 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 21 ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice Z6A Gooseneck / 5th Wheel Prep Package -- Hitch platform to accept Gooseneck or 5th Wheel hitch. Includes hitch platform with tray to accept ball, stamped bed holes with removable caps installed and bed mounted 7-pin trailer harness (similar to UY2 harness). (Included with (NHT) Max Trailering Package. Regular Cab models require (PCI) Convenience Package or (NHT) Max Trailering Package. Includes (CGN) spray-on bedliner. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $991.90 $991.90 ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 01U Special Exterior Color All normally body colored non-sheet metal parts will be black including front fender extensions, cab spoiler on Double & Crew cabs and SLE trim door handles. Diesel hood scoop trim will chrome. May require extended lead time. 0.00 lbs 0.00 lbs $0.00 $0.00 5Z4 Spare wheel, tire, carrier and lock delete Does not delete jack or tools (Requires a Long bed model. Includes (9L3) Spare tire delete. Not available with (5H1) 2 additional keys for a single key system or (ZW9) pickup bed delete.) *CREDIT* 0.00 lbs 0.00 lbs ($18.20) ($18.20) 8F2 Ornamentation, delete Retains GMC logo. (Not available with (9R1) pickup bed decal delete or (9M4) tailgate nameplate and decal delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 9J4 Bumper, rear, delete (Included and only available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 9L3 Spare tire delete (Included and only available with (ZW9) pickup bed delete or (5Z4) Spare wheel, tire, carrier and lock delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 9M4 Decal and name plate delete, tailgate Retains GMC emblems. (Not available with SEO (8F2) ornamentation delete. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 9R1 Decal delete, Pickup bed (Not available with SEO (8F2) ornamentation delete. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 22 ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 9V5 Paints, solid, Woodland Green All normally body colored non- sheet metal parts will be black including front fender extensions, cab spoiler on Double & Crew cabs and SLE trim door handles. Diesel hood scoop trim will chrome. May require extended lead time. (Requires (01U) Special Paint.) 0.00 lbs 0.00 lbs $409.50 $409.50 9W3 Paints, solid, Wheatland Yellow All normally body colored non -sheet metal parts will be black including front fender extensions, cab spoiler on Double & Crew cabs and SLE trim door handles. Diesel hood scoop trim will chrome. May require extended lead time. (Requires (01U) Special Paint.) 0.00 lbs 0.00 lbs $409.50 $409.50 9W4 Paints, solid, Tangier Orange All normally body colored non- sheet metal parts will be black including front fender extensions, cab spoiler on Double & Crew cabs and SLE trim door handles. Diesel hood scoop trim will chrome. May require extended lead time. (Requires (01U) Special Paint.) 0.00 lbs 0.00 lbs $409.50 $409.50 AKO Glass, deep-tinted (Included with (PCI) Convenience Package.) 0.00 lbs 0.00 lbs Inc. Inc. BHP Winter Grille Cover (Included and only available with (L5P) Duramax 6.6L Turbo-Diesel V8 engine.) 0.00 lbs 0.00 lbs $0.00 $0.00 CGN Bedliner, Spray-on, Pickup bedliner with GMC logo (does not include spray-on liner on tailgate due to Black composite inner panel) (Not available with (ZW9) pickup bed delete. Does not include GMC logo. Included with (Z6A) Gooseneck / 5th Wheel Prep Package. Available with Ship Thru code (SQE), (TCE) or (TCH), not available with any other Ship Thru code.) 0.00 lbs 0.00 lbs $495.95 $495.95 DBG Mirrors, outside power-adjustable vertical trailering with heated upper glass, lower convex mirrors, integrated turn signals, manual folding/extending (extends 3.31" [84.25mm]), Black (Standard on Regular Cab models. Included with (PCI) Convenience Package on Double Cab and Crew Cab models. Requires (ZLQ) Fleet Convenience Package and (ZW9) pickup bed delete or (PCI) Convenience Package on Double Cab and Crew Cab models.) 0.00 lbs 0.00 lbs Inc. Inc. DLN Mirrors, outside heated power-adjustable, manual folding (Passenger mirror includes flat glass, not convex) smaller non -trailer mirror, 11.2" (284.73mm) x 7.15" (181.69mm) (Requires (PCI) Convenience Package.) 0.00 lbs 0.00 lbs $45.50 $45.50 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 23 ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice DWI Mirrors, outside power-adjustable vertical trailering with heated and auto-dimming upper glass, lower convex mirrors, turn signal indicators, puddle lamps, (U12) perimeter lighting, auxiliary lighting, power folding/manual extending (extends 3.31" [84.25mm]), Black (Included with (PQA) 1SA Pro Safety Plus Package. Requires (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Includes (DD8) auto- dimming rearview mirror. (DD8) auto-dimming rearview mirror will be upgraded to (DRC) Rear Camera mirror when (UVO) Bed View Camera is ordered. Included on Regular Cab model with (ZLQ) Fleet Convenience Package.) 0.00 lbs 0.00 lbs $659.75 $659.75 QK2 Tailgate, GMC MultiPro Tailgate with six functional load/access features NOTE: Auto release can be disabled if ball hitch is installed. See Owner's manual for details (Requires (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. 0.00 lbs 0.00 lbs $404.95 $404.95 QT5 Tailgate, gate function manual with EZ Lift includes power lock and release, includes hitch area light (Included and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs Inc. Inc. TGK Special Paint (Requires (01U) Special Exterior Color.) 0.00 lbs 0.00 lbs $409.50 $409.50 U01 Lamps, Smoked Amber roof marker, (LED) (Not available with (YF5) California state emissions requirements.) 0.00 lbs 0.00 lbs $50.05 $50.05 UF2 LED Cargo Area Lighting located in cargo bed activated with switch on center switch bank or key fob (Included with (PCI) Convenience Package. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs Inc. Inc. VK3 License plate kit, front, Incandescent lighting (will be forced on orders with ship-to states that require front license plate) 0.00 lbs 0.00 lbs $0.00 $0.00 ADDITIONAL EQUIPMENT - ENTERTAINMENT CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice U2K SiriusXM Trial Subscription (Requires (UE1) OnStar. IMPORTANT: The SiriusXM trial subscription is not provided on vehicles that are ordered for Fleet Daily Rental ("FDR") use. Trial subscription is subject to the SiriusXM Customer Agreement and privacy policy, visit siriusxm.com which includes full terms and how to cancel. All fees, content, features, and availability are subject to change.) 0.00 lbs 0.00 lbs $91.00 $91.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 24 ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 5L5 Theft deterrent system fleet immobilizer modifications In the absence of master key, reduces roadside key relearn process to (3) two-minute cycles in place of the standard (3) ten- minute cycles. This option will also allow for only one learned key to be needed when adding additional keys instead of 2 learned keys. (Requires a Fleet or Government Sales order.) 0.00 lbs 0.00 lbs $45.50 $45.50 5Y1 Seats, Driver and passenger front individual seats Driver and passenger front individual seats derived from a 40-20-40 split bench seat with the 20% section removed. Also removes the USB port and auxiliary power outlet when (AZ3) bench seat is ordered. Does not include a floor console. All exposed floor area will remain untrimmed. (Requires (BG9) vinyl floor covering.) 0.00 lbs 0.00 lbs $0.00 $0.00 8S3 Back-up alarm, 97 decibels (Not available with (Z6A) Gooseneck/5th Wheel Package, SEO, (SFW) back-up alarm calibration or (UY2) trailer wiring provisions.) 0.00 lbs 0.00 lbs $125.58 $125.58 9L7 Upfitter switch kit, (5) Provides 3-30 amp and 2-20 amp configurable circuits to facilitate installation of aftermarket electrical accessories. Kit with all required parts will be shipped loose with the truck for installation by the dealer or upfitter at customer expense. Installation instructions and technical assistance available at www.gmupfitter.com. 0.00 lbs 0.00 lbs $136.50 $136.50 A2X Seat adjuster, driver 10-way power including lumbar (Requires a Fleet or Government Sales order. Requires and only available with (H0U) Jet Black interior trim and (PCI) Convenience Package or (ZLQ) Fleet Convenience Package and (KI4) 120-volt AC power outlet.) 0.00 lbs 0.00 lbs $263.90 $263.90 B30 Floor covering, color-keyed carpeting 0.00 lbs 0.00 lbs Inc. Inc. B32 Floor mats, rubberized-vinyl front (Included and only available with (B30) color-keyed carpeting. 0.00 lbs 0.00 lbs $0.00 $0.00 B33 Floor mats, rubberized-vinyl rear (Requires Crew Cab or Double Cab model. Included and only available with (B30) color-keyed carpeting. 0.00 lbs 0.00 lbs $0.00 $0.00 C49 Defogger, rear-window electric (Included with (PCI) Convenience Package.) 0.00 lbs 0.00 lbs Inc. Inc. DD8 Mirror, inside rearview auto-dimming (Included and only available with (DWI) trailer mirrors. Not included when (UVO) Bed View Camera with display located in rearview mirror is ordered and replaced by (DRC) Rear Camera Mirror.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 25 ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice DRC Mirror, inside rearview auto dimming with partial video display includes bed view camera view of cargo bed (Included and only available with (UVO) Bed View Camera with display located in rearview mirror.) 0.00 lbs 0.00 lbs $0.00 $0.00 KC9 Power outlet, bed mounted, 120-volt (400 watts shared with (KI4) instrument panel mounted power outlet) (Included and only available with (KI4) 120-volt AC power outlet. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs Inc. Inc. KGU Universal Vehicle Module Includes module, customer interface harness and instructions. Provides vehicle data over an open CAN network (J1939). 10 switchable inputs/outputs and Custom Configuration Tool to integrate upfit equipment controls. Software features that support Auto Vehicle Start, Shutdown Inhibit, Fast Idle and Snow Plow 0.00 lbs 0.00 lbs $268.45 $268.45 KI4 Power outlet, instrument panel, 120-volt (400 watts shared with (KC9) bed mounted power outlet) (Required and only available with (PCI) Convenience Package or (ZLQ) Fleet Convenience Package. Available to order as a free flow option with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs Inc. Inc. KSG Adaptive Cruise Control 0.00 lbs 0.00 lbs $455.00 $455.00 R9V Mobile Service Plus. MobileService+ is a suite of service conveniences for 3 year - Mobile Service, Pick-up & Delivery, and Loaner with Drop off. MobileService+ van will come to your home to perform select services or pick up your vehicle and return it once the service is completed at the dealership. Cost of part and labor are not included. (Required and only available for dealers who have a BFU of 284, except for orders with (R9W) Deleted Mobile Service Plus. Requires TRE, SRE or Fleet order types. Not available with (R9Y) Mobile Service Plus for 1 year.) 0.00 lbs 0.00 lbs $545.09 $545.09 R9W Deleted Mobile Service Plus. Delete MobileService+ service conveniences - Mobile Service, Pick-up & Delivery, and Loaner with Drop Off. By selecting R9W, you acknowledge that you are forgoing the margin and the ability to receive MobileService+ allowances (Requires a dealer with a BFU of 284. Requires TRE, SRE or Fleet order types.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 26 ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice R9Y Mobile Service Plus. MobileService+ is a suite of service conveniences for 1 year - Mobile Service, Pick-up & Delivery, and Loaner with Drop off. MobileService+ van will come to your home to perform select services or pick up your vehicle and return it once the service is completed at the dealership. Cost of part and labor are not included. (Required and only available for dealers who have a BFU of 284, except for orders with (R9W) Deleted Mobile Service Plus. Requires TRE, SRE, FBC, FNR or Fleet order types. Not available with (R9V) Mobile Service Plus for 3 years.) 0.00 lbs 0.00 lbs $181.09 $181.09 SFW Back-up alarm calibration This calibration will allow installation of an aftermarket back-up alarm by disabling rear perimeter lighting (Included with (ZW9) pickup bed delete. Not available with (8S3) back-up alarm or (UY2) trailer wire provisions.) 0.00 lbs 0.00 lbs $45.50 $45.50 UBI USB ports, (2) charge-only, rear (Requires Double or Crew Cab and (KI4) 120-volt power outlet. Beginning with the start of production certain vehicles will be forced to include (RFO) Not Equipped with USB ports rear.) 0.00 lbs 0.00 lbs $0.00 $0.00 ADDITIONAL EQUIPMENT - SAFETY-INTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 5N5 Rear Camera Kit Kit includes camera, fixed position bracket & 19 ft cable with attachment clips. Rear camera radio calibration provided from the factory. See Upfitter Integration Bulletin for installation instructions at www.gmupfitter.com (Requires (ZW9) Pickup bed delete.) 0.00 lbs 0.00 lbs $66.43 $66.43 R9L Removes OnStar Basics (OnStar Fleet Basics for Fleet) (Included and only available on vehicles being shipped to Puerto Rico, the Virgin Islands, or Guam. *CREDIT* 0.00 lbs 0.00 lbs ($682.50) ($682.50) UD5 Front and Rear Park Assist, ultrasonic (Included and only available with (PQA) 1SA Pro Safety Plus Package. Not available with (ZW9) Pickup bed delete. Requires (KI4) 120- volt power outlet.) 0.00 lbs 0.00 lbs $0.00 $0.00 UFG Rear Cross Traffic Alert (Included and only available with (PQA) 1SA Pro Safety Plus Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 UKC Lane Change Alert with Side Blind Zone Alert (Included and only available with (PQA) 1SA Pro Safety Plus Package.) 0.00 lbs 0.00 lbs $0.00 $0.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 27 ADDITIONAL EQUIPMENT - SAFETY-INTERIOR CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice UVO Bed View Camera, camera in the CHMSL to show a view of the cargo bed display located in rearview mirror (Includes (DRC) Inside Rearview mirror with partial video display. Not available with (D31) manual tilt rearview mirror, (DD8) auto- dimming rearview mirror when (DWI) trailer mirrors are ordered. Not available on Regular Cab models.) 0.00 lbs 0.00 lbs $227.50 $227.50 ADDITIONAL EQUIPMENT - LPO CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice 5JY LPO, Soft folding Truck Bed Cover by Advantage (dealer- installed) (Not available with any other Truck Bed Cover.) 0.00 lbs 0.00 lbs $682.50 $682.50 5VI LPO, Cargo tie-down rings, set of 4 (dealer-installed) (Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $136.50 $136.50 63G LPO, GMC MultiPro tailgate Step Lights (dealer-installed) (Not available with (QK1) standard tailgate or (ZW9) pickup bed delete. Requires (QK2) GMC MultiPro Tailgate.) 0.00 lbs 0.00 lbs $227.50 $227.50 PDH LPO, GMC Protection Package includes (RIA) all-weather floor liner, LPO and (VQK) front and rear Black molded splash guards, LPO, (dealer-installed) (Replaces (B32) and (B33) rubberized-vinyl floor mats. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $450.45 $450.45 RIA LPO, All-weather floor liner, 1st and 2nd rows (dealer- installed) (Requires (B30) color-keyed carpeting. Not available with (BG9) rubberized-vinyl floor covering. Replaces factory floor mats. Included with (PDH) GMC Interior Protection Package, LPO.) 0.00 lbs 0.00 lbs Inc. Inc. RVQ LPO, Black tubular assist steps, 6" rectangular (dealer- installed) (Not available with any other RPO or LPO assist step.) 0.00 lbs 0.00 lbs $682.50 $682.50 RVS LPO, Black tubular assist steps, 4" round (dealer-installed) (Not available with any other RPO or LPO assist step.) 0.00 lbs 0.00 lbs $682.50 $682.50 SFE LPO, Wheel locks, set of 4 (dealer-installed) (Not available on LPO wheels. LPO wheels will include wheel locks without the LPO code (SFE) wheel locks, LPO.) 0.00 lbs 0.00 lbs $113.75 $113.75 SNO LPO, Hitch Package Gooseneck ball and chain tiedown kit with case, (dealer-installed) (Requires (Z6A) Gooseneck / 5th Wheel Prep Package. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs $341.25 $341.25 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 28 ADDITIONAL EQUIPMENT - LPO CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice VBJ LPO, Rear underseat storage composite storage bin, (dealer- installed) (Requires a Fleet or Government Sales order. Requires Crew Cab or Double Cab model.) 0.00 lbs 0.00 lbs $295.75 $295.75 VOZ LPO, Hard Folding Truck Bed Cover by RealTruck Advantage (dealer-installed) (Not available with any other Truck Bed Cover.) 0.00 lbs 0.00 lbs $1,360.45 $1,360.45 VQK LPO, Front and rear molded splash guards, Black (dealer- installed) (Included and only available with (PDH) GMC Interior Protection Package, LPO. Not available with (ZW9) pickup bed delete.) 0.00 lbs 0.00 lbs Inc. Inc. VQO LPO, Black assist step (dealer-installed) (Not available with any other RPO or LPO assist step.) 0.00 lbs 0.00 lbs $523.25 $523.25 VXJ LPO, Assist steps, chromed tubular, 4" round (dealer- installed) (Requires a Fleet or Government Sales order. Not available with any other RPO or LPO assist step.) 0.00 lbs 0.00 lbs $682.50 $682.50 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0H 12 Months OnStar Connect Plus Includes up to 12 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0I, PQG, PQH, PQI, R8G, RFH, R8P, R8Z or R8W. Not available with a ship- to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $204.97 $204.97 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 29 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0I 24 Months OnStar Connect Plus Includes up to 24 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and Includes up to 12 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0H, PQG, PQH, PQI, R8G, RFH, R8P, R8Z or R8W. Not available with a ship- to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $410.97 $410.97 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 30 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0J 24 Months OnStar Protect Includes up to 24 months of OnStar Protect. Confidence on the road is the only way to go. With Emergency Advisors and security services at the ready, OnStar is there for you. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $338.87 $338.87 P0K 36 Months OnStar Protect Includes up to 36 months of OnStar Protect. Confidence on the road is the only way to go. With Emergency Advisors and security services at the ready, OnStar is there for you. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $503.67 $503.67 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 31 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0L 48 Months OnStar Protect Includes up to 48 months of OnStar Protect. Confidence on the road is the only way to go. With Emergency Advisors and security services at the ready, OnStar is there for you. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $678.77 $678.77 P0Q 60 Months OnStar Protect Includes up to 60 months of OnStar Protect. Confidence on the road is the only way to go. With Emergency Advisors and security services at the ready, OnStar is there for you. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $843.57 $843.57 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 32 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0U 12 Months OnStar Protect Includes up to 12 months of OnStar Protect. Confidence on the road is the only way to go. With Emergency Advisors and security services at the ready, OnStar is there for you. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $163.77 $163.77 P0V 12 Months OnStar Telematics Includes up to 12 months of OnStar Telematics. Provides actionable insights to help optimize your fleet's operations and allow remote vehicle management. OnStar Telematics does not include emergency or security services. Eligible customers must sign up for an account at gmenvolve.com/software/onstar in order to take advantage of this 12 month offer. Active connected vehicle services, working electrical system, cell reception and GPS signal required. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $174.07 $174.07 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 33 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0W 24 Months OnStar Telematics Includes up to 24 months of OnStar Telematics. Provides actionable insights to help optimize your fleet's operations and allow remote vehicle management. OnStar Telematics does not include emergency or security services. Eligible customers must sign up for an account at gmenvolve.com/software/onstar in order to take advantage of this 24 month offer. Active connected vehicle services, working electrical system, cell reception and GPS signal required. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0X, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $359.47 $359.47 P0X 36 Months OnStar Telematics Includes up to 36 months of OnStar Telematics. Provides actionable insights to help optimize your fleet's operations and allow remote vehicle management. OnStar Telematics does not include emergency or security services. Eligible customers must sign up for an account at gmenvolve.com/software/onstar in order to take advantage of this 36 month offer. Active connected vehicle services, working electrical system, cell reception and GPS signal required. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0Y, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $544.87 $544.87 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 34 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice P0Y 48 Months OnStar Telematics Includes up to 48 months of OnStar Telematics. Provides actionable insights to help optimize your fleet's operations and allow remote vehicle management. OnStar Telematics does not include emergency or security services. Eligible customers must sign up for an account at gmenvolve.com/software/onstar in order to take advantage of this 48 month offer. Active connected vehicle services, working electrical system, cell reception and GPS signal required. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Z, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $719.97 $719.97 P0Z 60 Months OnStar Telematics Includes up to 60 months of OnStar Telematics. Provides actionable insights to help optimize your fleet's operations and allow remote vehicle management. OnStar Telematics does not include emergency or security services. Eligible customers must sign up for an account at gmenvolve.com/software/onstar in order to take advantage of this 60 month offer. Active connected vehicle services, working electrical system, cell reception and GPS signal required. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See gmenvolve.com/software/onstar for details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, R8G, R8P, R8W, R8Z, or RFH. Not available with a ship -to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $905.37 $905.37 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 35 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PQG 36 Months OnStar Connect Plus Includes up to 36 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0H, P0I, PQH, PQI, R8G, RFH, R8P, R8Z or R8W. Not available with a ship- to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $616.97 $616.97 PQH 48 Months OnStar Connect Plus Includes up to 48 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0H, P0I, PQG, PQI, R8G, RFH, R8P, R8Z or R8W. Not available with a ship- to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $822.97 $822.97 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 36 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PQI 60 Months OnStar Connect Plus Includes up to 60 months of OnStar Connect Plus. Unlock in-vehicle entertainment and productivity through access to a suite of apps in your center display including media streaming, navigation, voice assistance, and Wi-Fi hotspot. OnStar Connect Plus does not include emergency or security services. Requires eligible vehicle. Streaming services vary with conditions and location. HD Streaming services are subject to terms and limitations. Availability may vary by vehicle, infotainment system, location. and active service plan. Hulu service: Hulu subscription required. U.S. only. Terms apply. Hulu and Hulu logo are registered trademarks of Hulu, LLC. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0H, P0I, PQG, PQH, R8G, RFH, R8P, R8Z or R8W. Not available with a shipto of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,028.97 $1,028.97 PQL 12 Months OnStar Video Telematics with Hardware Includes hardware and up to 12 months of OnStar Video Telematics. Manage driver and fleet performance using integrated video clips alongside vehicle telematics on the OnStar Vehicle Insights platform. Included dashcam provides real-time audio and visual alerts triggered by certain driving behaviors and events. The interior and front-facing exterior camera views produce video clips that can be viewed with reports and actionable insights in OnStar Vehicle Insights to help optimize fleet operations. Video Telematics with Hardware plan requires additional paid Telematics plan and is subject to terms. Lytx Surfsight AI-14 camera hardware unit is included in price of Video Telematics with Hardware plan. Installation of camera hardware is not included. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Must be ordered with (P0V) 12 Month OnStar Telematics or (R8G) 12 Month OnStar One Fleet. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with PQM, PQP, PQQ or PQT. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $586.07 $586.07 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 37 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PQM 24 Months OnStar Video Telematics with Hardware Includes hardware and up to 24 months of OnStar Video Telematics. Manage driver and fleet performance using integrated video clips alongside vehicle telematics on the OnStar Vehicle Insights platform. Included dashcam provides real-time audio and visual alerts triggered by certain driving behaviors and events. The interior and front-facing exterior camera views produce video clips that can be viewed with reports and actionable insights in OnStar Vehicle Insights to help optimize fleet operations. Video Telematics with Hardware plan requires additional paid Telematics plan and is subject to terms. Lytx Surfsight AI-14 camera hardware unit is included in price of Video Telematics with Hardware plan. Installation of camera hardware is not included. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Must be ordered with (P0W) 24 Month OnStar Telematics or (RFH) 24 Month OnStar One Fleet. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with PQL, PQP, PQQ or PQT. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $874.47 $874.47 PQP 36 Months OnStar Video Telematics with Hardware Includes hardware and up to 36 months of OnStar Video Telematics. Manage driver and fleet performance using integrated video clips alongside vehicle telematics on the OnStar Vehicle Insights platform. Included dashcam provides real-time audio and visual alerts triggered by certain driving behaviors and events. The interior and front-facing exterior camera views produce video clips that can be viewed with reports and actionable insights in OnStar Vehicle Insights to help optimize fleet operations. Video Telematics with Hardware plan requires additional paid Telematics plan and is subject to terms. Lytx Surfsight AI-14 camera hardware unit is included in price of Video Telematics with Hardware plan. Installation of camera hardware is not included. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Must be ordered with (P0X) 36 Month OnStar Telematics or (R8P) 36 Month OnStar One Fleet. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with PQL, PQM, PQQ or PQT. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,152.57 $1,152.57 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 38 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PQQ 48 Months OnStar Video Telematics with Hardware Includes hardware and up to 48 months of OnStar Video Telematics. Manage driver and fleet performance using integrated video clips alongside vehicle telematics on the OnStar Vehicle Insights platform. Included dashcam provides real-time audio and visual alerts triggered by certain driving behaviors and events. The interior and front-facing exterior camera views produce video clips that can be viewed with reports and actionable insights in OnStar Vehicle Insights to help optimize fleet operations. Video Telematics with Hardware plan requires additional paid Telematics plan and is subject to terms. Lytx Surfsight AI-14 camera hardware unit is included in price of Video Telematics with Hardware plan. Installation of camera hardware is not included. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Must be ordered with (P0Y) 48 Month OnStar Telematics or (R8Z) 48 Month OnStar One Fleet. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with PQL, PQM, PQP or PQT. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,440.97 $1,440.97 PQT 60 Months OnStar Video Telematics with Hardware Includes hardware and up to 60 months of OnStar Video Telematics. Manage driver and fleet performance using integrated video clips alongside vehicle telematics on the OnStar Vehicle Insights platform. Included dashcam provides real-time audio and visual alerts triggered by certain driving behaviors and events. The interior and front-facing exterior camera views produce video clips that can be viewed with reports and actionable insights in OnStar Vehicle Insights to help optimize fleet operations. Video Telematics with Hardware plan requires additional paid Telematics plan and is subject to terms. Lytx Surfsight AI-14 camera hardware unit is included in price of Video Telematics with Hardware plan. Installation of camera hardware is not included. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar. Must be ordered with (P0Z) 60 Month OnStar Telematics or (R8W) 60 Month OnStar One Fleet. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with PQL, PQM, PQP or PQQ. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,719.07 $1,719.07 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 39 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice PR6 SiriusXM, Additional 9 months of the SXM Platinum Plan. Listen inside and outside the car on the app in addition to the trial period included with the vehicle. (Requires (U2K) SiriusXM. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with FDR order types, PR7 or PR8. Not available in AK, HI, PR and VI.) *PRICE TO FOLLOW* 0.00 lbs 0.00 lbs W/A W/A PR7 SiriusXM, Additional 21 months of the SXM Platinum Plan. Listen inside and outside the car on the app in addition to the trial period included with the vehicle. (Requires (U2K) SiriusXM. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with FDR order types, PR6 or PR8. Not available in AK, HI, PR and VI.) *PRICE TO FOLLOW* 0.00 lbs 0.00 lbs W/A W/A PR8 SiriusXM, Additional 33 months of the SXM Platinum Plan. Listen inside and outside the car on the app in addition to the trial period included with the vehicle. (Requires (U2K) SiriusXM. Requires one of the following Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with FDR order types, PR6 or PR7. Not available in AK, HI, PR and VI.) *PRICE TO FOLLOW* 0.00 lbs 0.00 lbs W/A W/A PRB 3 Years OnStar One (Requires (UE1) OnStar and order type TRE or SRE. Not available with Fleet or Government order types or on vehicles being shipped to Puerto Rico, the Virgin Islands, or Guam. After initial 3-year period, requires paid OnStar plan. OnStar services vary by vehicle and model and require an active service plan, working electrical system, cell reception and GPS signal. See onstar.com for details and limitations. Terms apply.) 0.00 lbs 0.00 lbs $728.00 $728.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 40 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice R8G 12 Months OnStar One Fleet Includes up to 12 months of OnStar One Fleet. Everything you need to feel more confident, connected, and productive on the road. Includes safety, telematics, Wi-Fi hotspot, and streaming services. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. Requires eligible vehicle. Streaming services vary with conditions and location. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8P, R8W, R8Z, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $277.07 $277.07 R8P 36 Months OnStar One Fleet Includes up to 36 months of OnStar One Fleet. Everything you need to feel more confident, connected, and productive on the road. Includes safety, telematics, Wi-Fi hotspot, and streaming services. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. Requires eligible vehicle. Streaming services vary with conditions and location. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8W, R8Z, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $843.57 $843.57 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 41 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice R8W 60 Months OnStar One Fleet Includes up to 60 months of OnStar One Fleet. Everything you need to feel more confident, connected, and productive on the road. Includes safety, telematics, Wi-Fi hotspot, and streaming services. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. Requires eligible vehicle. Streaming services vary with conditions and location. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8Z, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,410.07 $1,410.07 R8Z 48 Months OnStar One Fleet Includes up to 48 months of OnStar One Fleet. Everything you need to feel more confident, connected, and productive on the road. Includes safety, telematics, Wi-Fi hotspot, and streaming services. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. Requires eligible vehicle. Streaming services vary with conditions and location. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, or RFH. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $1,131.97 $1,131.97 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 42 ADDITIONAL EQUIPMENT - OTHER CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice RFH 24 Months OnStar One Fleet Includes up to 24 months of OnStar One Fleet. Everything you need to feel more confident, connected, and productive on the road. Includes safety, telematics, Wi-Fi hotspot, and streaming services. Working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. Requires eligible vehicle. Streaming services vary with conditions and location. Terms apply. See gmenvolve.com/software/onstar for additional details and limitations. Non-transferable and non-refundable. (Requires (UE1) OnStar and (VV4) Wi-Fi Hotspot capable. Requires one of the following US Fleet or Government order types: FLS, FNR, FRC, FBC, FGO or FEF. Not available with P0U, P0J, P0K, P0L, P0Q, P0V, P0W, P0X, P0Y, P0Z, R8G, R8P, R8W, or R8Z. Not available with a ship-to of Guam, Puerto Rico or the Virgin Islands.) 0.00 lbs 0.00 lbs $565.47 $565.47 VQ1 Fleet Processing Option 0.00 lbs 0.00 lbs $0.00 $0.00 VQ2 Fleet Processing Option 0.00 lbs 0.00 lbs $0.00 $0.00 VQ3 Fleet Processing Option 0.00 lbs 0.00 lbs $0.00 $0.00 SHIP THRU CODES CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice SQE Ship Thru, for Orders with (CGN) Spray-on Bedliner, Produced in Flint Assembly and shipped to GFX for (CGN) Spray-on Bedliner then to Adrian Steel, Toledo, OH. Returned to Flint Assembly for shipping to final destination. (Requires (CGN) spray-on bedliner. Not available with any other Ship Thru Code.) 0.00 lbs 0.00 lbs $480.00 $480.00 TCE Ship Thru, for Orders with (CGN) Spray-on Bedliner, Produced in Flint Assembly and shipped to Auto Truck Group, Roanoke, IN and returned to Ft. Wayne Assembly for shipping to final destination (Requires (CGN) spray-on bedliner. Not available with any other Ship Thru code.) 0.00 lbs 0.00 lbs $430.00 $430.00 TCH Ship Thru, for Orders with (CGN) Spray-on Bedliner, Produced in Flint Assembly and shipped to Reading Truck Equipment, Pontiac, MI and returned to Flint Assembly for shipping to final destination (Requires (CGN) Chevytec spray- on bedliner. Not available with any other Ship Thru code.) 0.00 lbs 0.00 lbs $390.00 $390.00 4.11 KARL AUTOMOTIVE GROUP JACOB MADSEN | 5156453634 | J.MADSEN@KARLCHEVROLET.COM Vehicle: [Fleet] 2026 GMC Sierra 2500HD (TK20953) 4WD Double Cab 162" Pro ( Complete ) At the user's request, prices for this vehicle have been formulated on the basis of Initial Pricing for the vehicle, however GM cannot guarantee that Initial Pricing is available. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 27155. Data Updated: Dec 1, 2025 6:46:00 PM PST. Dec 5, 2025 Page 43 SHIP THRU CODES CODE DESCRIPTION FRONT WEIGHT REAR WEIGHT Invoice Invoice TCL Ship Thru, Produced in Flint Assembly and shipped to Kerr Industries, Warren, MI. Returned to Flint Assembly for shipping to final destination 0.00 lbs 0.00 lbs $276.00 $276.00 TDE Ship Thru, Produced in Flint Assembly and shipped to Monroe Truck Equipment, MI, Then to TK Services, AK for shipping to final destination 0.00 lbs 0.00 lbs $555.00 $555.00 TVY Ship Thru, Produced and shipped to Anchorage VDC then to TK Services and returned to Anchorage VDC for shipping to final destination Available only to orders with a final Ship-To Code for State of Alaska Dealers only 0.00 lbs 0.00 lbs $200.00 $200.00 TZS Ship Thru, Produced in Flint Assembly and shipped to Alt. Fuel Innovations LLC, Kansas City, MO. Returned to Fairfax Assembly for shipping to final destination 0.00 lbs 0.00 lbs $760.00 $760.00 VCB Ship Thru, Produced in Flint Assembly and shipped to Monroe Truck Equipment in Flint. Returned to Flint Assembly for shipping to final destination. 0.00 lbs 0.00 lbs $280.00 $280.00 VDR Ship Thru, Produced in Flint Assembly and shipped to Push-N -Pull, Pittsburgh, PA. Returned to Flint Assembly for shipping to final destination *PRICE TO FOLLOW* 0.00 lbs 0.00 lbs W/A W/A VEW Ship Thru, Produced in Flint Assembly and shipped to Canfield Equipment in Warren, MI. Returned to Lansing Delta for shipping to final destination. 0.00 lbs 0.00 lbs $390.00 $390.00 VFW Ship Thru, Produced in Flint Assembly and shipped to NBC Truck Equipment Roseville, MI. Returned to Flint Assembly for shipping to final destination. 0.00 lbs 0.00 lbs $520.00 $520.00 VHR Ship Thru, Produced in Flint Assembly and shipped to Reading Equipment and Distribution Pontiac, MI. Returned to Lansing Delta for shipping to final destination. 0.00 lbs 0.00 lbs $390.00 $390.00 VUD Ship Thru, Produced in Flint Assembly and shipped to Knapheide Truck Equipment in Flint, MI. Returned to Flint Assembly for shipping to final destination. 0.00 lbs 0.00 lbs $280.00 $280.00 VUI Ship Thru, Produced in Flint Assembly and shipped to Auto Truck Group, Roanoke, IN and Returned to Ft. Wayne Assembly for shipping to final destination 0.00 lbs 0.00 lbs $430.00 $430.00 4.11 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ APPROVE PURCHASE OF PICKUP TRUCK WHEREAS, the maintaining and reconstructing of city infrastructure is an essential service in the City of Crystal; and WHEREAS, the city has developed a long-term plan for the replacement and maintenance of vehicles in the fleet; and WHEREAS, the city solicited quotes for the replacement of the vehicle and accessories; and WHEREAS, the purchase of this vehicle improves operational capabilities while maintaining the existing budget. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Crystal City Council hereby approves the purchase of a 3/4-ton pickup in the amount of $54,570.85. Adopted this 6th day of January 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.11 COUNCIL STAFF REPORT DATE: January 6, 2026 FROM: Brad Fortin, Superintendent of Parks and Facilities TO: Mayor and City Council City Manager Adam R. Bell CC: RE: Toro 5910 Wide Area Mower #127 Background The 2026 Long Tern Plan includes funding for the replacement of our large area mower #127. Funding is currently allocated at $150,000 for this purchase. The replacement mower will be purchased through Minnesota Toro for the cost of $156,570.98. (State contract #2433333) Old unit #127 will be used as a trade in with a value of $16,500 so the net investment on this piece of equipment will be $140,070.98. The existing mower is 10 years old and is nearing the end of its useful life. This particular mower handles the majority of our large area mowing. This unit is equipped with a heated cab that allows staff to utilize it from spring to early winter. Requested City Council Action Staff recommends approval of motion to approve the resolution approving the purchase of Toro wide area mower. 4.12 Quote Expiration Date:1/2/2026 Brad Fortin City of Crystal Qty Model Number Description Quote Price Each Quote Price Extended 1 31699 Toro Groundsmaster 5910 (T4)$150,886.32 $150,886.32 1 31604 Leaf Mulching Kit $2,680.08 $2,680.08 10 93-5973 10 Inch Foam Filled Caster Wheel Assembly $209.63 $2,096.30 1 31701 Auxiliary Braking System $98.28 $98.28 6 SSF Standard Set Up Fee @ $135.00/hour $135.00 $810.00 TRADE: 1 XR-UE Toro Groundsmaster 5910 model #31599N, s/n 316000105 ($16,500.00) Equipment Total $156,570.98 Trade ($16,500.00) 6.875% Sales Tax Exempt Total $140,070.98 Net 30 Terms with qualified credit New Toro commercial equipment comes with a two-year manufacturer warranty Equipment delivery and set-up at no additional charge All commercial products purchased by a credit card will be subject to a 2.5% service fee. Thank you for the opportunity to submit this quote. If you have any questions, please do not hesitate in contacting us. Larry Gorman Karen Wangensteen Outside Sales Representative Inside Sales Representative 612-877-0830 763-592-5643 MTI Distributing Equipment Quote December 3, 2025 MTI Distributing, Inc. • 4830 Azelia Avenue N. #100 • Brooklyn Center, MN 55429 MINNESOTA STATE CONTRACT PRICING - CONTRACT #2433333 Minnesota State Contract expires February 15, 2026 4.12 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ APPROVE PURCHASE OF MOWER #127 WHEREAS, the maintaining and reconstructing of city infrastructure is an essential service in the City of Crystal; and WHEREAS, the city has developed a long-term plan for the replacement and maintenance of vehicles and equipment in the fleet; and WHEREAS, the city solicited quotes for the replacement of the mower; and WHEREAS, the purchase of this mower maintains operational capabilities while maintaining the existing budget. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Crystal City Council hereby approves the purchase of the large area mower #127 in the amount of $156,570.98 Adopted this 6th day of January 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.12 COUNCIL STAFF REPORT DATE: December 15, 2025 FROM: John Elholm, Recreation Director TO: Mayor and City Council City Manager Adam R. Bell RE: Approval of a Grant Agreement with the Hennepin County Youth Activities Grants for Improvements in Forest School Park Background Hennepin County offers playground grants through the Hennepin County Youth Activities Grant Program; to assist with improving recreational facilities for youth throughout Hennepin County. The Crystal City Council passed a joint resolution with ISD 281 on September 2, 2025; authorizing staff to apply for a grant to replace the play area, shelter and related features in Forest School Park in 2026. The grant application was successful. Forest School The play area at Forest School Park is 20 years old and the shelter is over 60 years old. Both are in poor condition. The grant funding is anticipated to cover 50% of the project costs. The budget identified in the grant application is: Hennepin County Grant Request $ 200,000 School District Contribution (surfacing) $ 45,000 City of Crystal Long Term Plan (park improvement fund) $ 155,000 Total Cost of Improvements $ 400,000 Acceptance of the grant will result in a savings to the long-term plan (park improvement fund). Requested City Council Action Staff recommends approval of the attached resolution that states: I.The Mayor and City Manager are authorized and directed to execute the grant agreement on behalf of the City of Crystal. II.City staff and consultants are further authorized and directed to take all steps necessary and convenient to proceed under the terms of the Grant Agreement. 4.13 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-xx APPROVING A GRANT AGREEMENT WITH THE HENNEPIN COUNTY YOUTH ACTIVITIES GRANTS TO ASSIST IN IMPROVING FOREST SCHOOL PARK WHEREAS, the City of Crystal (“City”) has an agreement with Independent School District 281 (ISD 281) to operate Forest School Park, and WHEREAS, the City of Crystal and ISD 281 desires to replace the play area, shelter and related facilities in Forest School Park in 2026, and WHEREAS, the Hennepin County Board of Commissioners, via the Hennepin County Youth Activities Grants, provides for capital funds to assist local government units of Hennepin County for the development of sports or recreational facilities, and WHEREAS, A grant application of $200,000 to Hennepin County for play area and other improvements in Forest School Park was successful, and WHERAS, Hennepin County has prepared a grant agreement (Contract No. PR00008030) to facilitate receiving funds for the Forest School Park improvement project, and WHEREAS, the City Council has determined that the execution of the Grant agreement and the construction of the improvements to be financed thereby are desirable and in the best interest of the City and its residents. NOW, THEREFORE, BE IT RESOLVED, by City Council of the City of Crystal as follows: I. The Mayor and City Manager are authorized and directed to execute the Grant Agreement with Hennepin County on behalf of the City of Crystal. II. City staff and consultants are further authorized and directed to take all steps necessary and convenient to proceed under the terms of the Grant Agreement. Adopted this 6th day of January, 2026. Julie Deshler, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 4.13 COUNCIL POLICE DEPARTMENT REPORT Consent Agenda Item- 01/06/25 Council Meeting DATE: December 22, 2025 FROM: Brian V. Hubbard, Chief of Police TO: Mayor and City Council Adam R. Bell, City Manager RE: Consent Agenda: January 6, 2026 Council Meeting -Approval of Resolution accepting amendment to existing Joint Powers Agreement with the Minnesota BCA for the Violent Crime Reduction Unit BACKGROUND The Crystal Police Department has partnered with the Minnesota Department of Public Safety Bureau of Criminal Apprehension (BCA) for over a year by providing an officer to the statewide Violent Crime Reduction Unit. The original JPA was approved by the City Council in April 2024, and a Crystal Police Officer has been assigned to the Unit since the Fall of 2024. This partnership has law enforcement agencies from across the state providing an officer to the Unit with the expenses for this officer’s salary, benefits, and overtime reimbursed by the state. The BCA recently made some changes to the JPA arrangements and have requested all partner agencies to approve the revised JPA. In addition to some basic language formatting edits, the primary changes to the revised JPA include: (1) Amending the reimbursement provision to require the submission of monthly invoices to receive reimbursement (Current practice has been to submit invoices quarterly); and, 2) Setting a total cap of $21,000 per BCA fiscal year for reimbursement of overtime costs for each assigned investigator (There is currently no documented cap on reimbursement of overtime costs). In staff review of the documents, these changes will have no substantive or financial impact on Crystal as the change in billing timing is easy and the overtime reimbursement cap is well below what we would foresee expending. Consideration The Council is asked to approve the resolution adopting the updated Joint Powers Agreement with the Minnesota Department of Public Safety Bureau of Criminal Apprehension (BCA) for the Violent Crime Reduction Unit. I will be available during the City Council Meeting for questions, or can be contacted prior to the meeting as well. 4.14 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-___ RESOLUTION APPROVING STATE OF MINNESOTA JOINT POWERS AGREEMENT WITH THE CITY OF CRYSTAL ON BEHALF OF ITS POLICE DEPARTMENT REGARDING THE VIOLENT CRIME REDUCTION UNIT (VCRU) WHEREAS, the Crystal City Council, on behalf of its Police Department, desires to enter into a Joint Powers Agreement with the State of Minnesota, Department of Public Safety, Bureau of Criminal Apprehension (BCA) authorizing a partnership for Crystal Police Department participation in the Violent Crime Reduction Unit (VCRU). NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The State of Minnesota Joint Powers Agreement by and between the State of Minnesota acting through its Department of Public Safety, Bureau of Criminal Apprehension, and the City of Crystal on behalf of its Police Department, is hereby approved. A copy of the Joint Powers Agreement is attached to this Resolution and made a part of it. 2. The Chief of Police is designated as the Authorized Representative for the Police Department. The Authorized Representative is also authorized to sign any subsequent amendment or agreement that may be required by the State of Minnesota to maintain the City’s connection to the systems and tools offered by the State. 3. The Mayor and City Manager for the City of Crystal are authorized to sign this State of Minnesota Joint Powers Agreement. Adopted this 6th day of January, 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.14 SWIFT Contract Number: 280358 1 BCA VCRU JPA 08/2025 STATE OF MINNESOTA BCA VIOLENT CRIME REDUCTION UNIT JOINT POWERS AGREEMENT This Joint Powers Agreement (“Agreement”) is between the State of Minnesota, acting through its Commissioner of Public Safety on behalf of the Bureau of Criminal Apprehension (“BCA”), and City of Crystal acting on behalf of its Police Department, 4141 Douglas Dr N, Crystal, MN 55422 (“Governmental Unit”). BCA and the Governmental Unit may be referred to jointly as “Parties.” Recitals Under Minnesota Statutes § 471.59, the BCA and the Governmental Unit are empowered to engage in agreements to jointly and cooperatively exercise their powers. The Parties wish to work together to prevent, investigate, and prosecute violent crimes, including but not limited to murder and assaults, the trafficking of illicit drugs and firearms, carjacking, and other violent crimes. The Governmental Unit wishes to work cooperatively with the BCA’s Violent Crime Reduction Unit (“VCRU”), which uses an array of proactive and reactive investigative techniques to prevent, investigate, and prosecute violent crime; gathers information necessary to identify crime patterns and uses this information to develop strategies for prevention and enforcement; and conducts outreach and education to community members, groups, and stakeholders in order to facilitate the creation and implementation of solutions to deter and prevent violent crime.. Agreement 1. Term of Agreement; Relationship between the Parties. 1.1 Effective Date. This Agreement is effective on the date the BCA obtains all required signatures pursuant to Minnesota Statutes § 16C.05, subdivision 2. 1.2 Expiration Date. This Agreement expires three (3) years from the Effective Date, unless terminated at an earlier date pursuant to clause 14. 1.3 Relationship between the Parties. This Agreement does not establish an employment relationship between the BCA and the Governmental Unit, nor any persons performing under the Agreement. 2. Purpose. The Governmental Unit and the BCA enter into this Agreement to facilitate the cooperation and coordination of the Governmental Unit with the work of the VCRU, consideration that may be paid by BCA to the Governmental Unit for its expenses incurred in the course of VCRU participation, and to identify what the Parties, either individually or jointly, will provide pursuant to VCRU operations. 3. Responsibilities of the Governmental Unit. The VCRU’s interagency collaborative approach is implemented through the performance of the following activities by the Governmental Unit and any individuals working with the VCRU on its behalf, under the leadership of the Special Agent in Charge of the VCRU (“the SAIC”) and the VCRU’s Assistant Special Agents in Charge (“ASAICs”): A. Assign one or more investigators or employees of the Governmental Unit to the VCRU. This agreement shall refer to them as “Assigned Investigator” or “Assigned Employee,” throughout. These Assigned Investigators or Assigned Employees must be approved to participate in VCRU activities, in advance of doing so, by the BCA’s Deputy Superintendent - Investigations. During the period of assignment to this task force, the Governmental Unit will remain responsible for establishing the salary and benefits, including overtime, of the Assigned Investigator(s) and/or Assigned Employee(s), and for 4.14 SWIFT Contract Number: 280358 2 BCA VCRU JPA 08/2025 making all payments due them. The BCA will reimburse the Governmental Unit for the full salary and fringe costs of each Assigned Employee or Assigned Investigator. For each Assigned Employee or Assigned Investigator, the BCA will reimburse overtime costs up to $21,000.00 per BCA fiscal year, i.e. July 1 through June 30, corresponding to clause 1, “Term of Agreement.” B. Be willing and able to respond and/or work jointly on violent crimes and complete any duties assigned to the Governmental Unit, by the SAIC, for the duration of the term of this Agreement. C. Conduct investigations in accordance with provisions of state and federal law, BCA policies and operating procedures as indicated herein, and any other investigative standards required of a BCA Special Agent. D. Investigate illicit firearms trafficking crimes committed by organized groups or individuals, including the trafficking in illicit firearms parts and the illicit manufacture of firearms. E. Investigate homicide, assault, carjacking and other crimes against the person as directed by the SAIC/ASAICs, utilizing best investigative practices to create prosecutable cases, and providing support to victims and witnesses involved therein. F. Investigate illicit street racing and automobile theft cases with a focus on identifying and disrupting organizations or networks of individuals involved in the commission or facilitation of such crimes. G. Where indicated to have a nexus with firearms crimes or other violent crimes under VCRU investigation, investigate illicit drug trafficking crimes as necessary to facilitate VCRU investigative purposes. H. Participate in operations to apprehend dangerous fugitives as directed by the SAIC/ASAICs. I. Maintain accurate records of prevention, education, and enforcement activities, to be collected and forwarded quarterly to the SAIC for statistical reporting purposes. J. Prepare an operational briefing sheet for each active operation, including deconfliction measures as directed, to be approved by the SAIC/ASAICs. K. Prepare investigative reports to be submitted to the BCA’s chain of command. L. Ensure evidence collected is appropriately collected, accounted for, and retained in a BCA-authorized secure facility. M. Each assigned investigator will be issued a body-worn camera by the BCA, to be utilized in the course of VCRU activities. Assigned investigators will adhere to BCA’s policies regarding body-worn cameras and shall ensure footage captured by BCA-issued cameras is appropriately uploaded to the BCA system(s). N. Participate in training as directed by the SAIC/ASAICs or designee(s). O. While conducting VCRU activities, adhere to the following BCA policies and/or procedures: 1. BCA-1008 Operation of a State Vehicle 2. DPS-5100 Acceptable Use of Department Computers, Electronic Equipment, Information Systems and Resources 3. INV-7002 Informants 4. INV-7003 Confidential Funds 5. INV-7004 Police Pursuits and Emergency Vehicle Operations 6. INV-7010 Critical Incidents 7. INV-7013 Evidence Handling 8. INV-7014 Procession of Property Seized for Administrative Forfeiture 9. INV-7015 Inventory of Seized Impounded Vehicles 10. INV-7016 Consumption of Alcoholic Beverages 11. INV-7017 Reverse Undercover Drug Operations 12. INV-7020 Radio Communications 13. INV-7022 Cellular Exploitation Equipment 14. INV-7026 Online Resources and Social Media in Investigative Activities 15. INV-7030 Arrest of Foreign Nationals, Consular Notification, and Diplomatic Immunity 16. INV-7033 Unmanned Aircraft Systems 17. INV-7034 Conflicts of Interest 18. INV-7035 Search Warrants for Nighttime and/or Unannounced Entry 4.14 SWIFT Contract Number: 280358 3 BCA VCRU JPA 08/2025 19. INV-7037 Body Worn Cameras P. While conducting VCRU activities, adhere to required policies, operations plans, or other operational guidance issued by the SAIC/ASAICs, including new policies governing VCRU activities as directed. Q. Assigned Investigators must comply with the use of force provisions of their home agency’s policies/procedures. Assigned Investigators must also comply with directives issued by the SAIC/ASAICs. In the event of a conflict between the use of force requirements of the Assigned Investigator’s home agency policy, and the policies or directives of the VCRU, the policies and procedures of the home agency shall govern. Prior to deployment in the field, Assigned Investigators will confer with the VCRU SAIC/ASAIC to identify any potential use of force policy conflicts and work to resolve them in advance of operational activities. R. Utilize task management and accountability programs and procedures, including Time Tracker, as directed by the SAIC/ASAICs. S. Submit all requests in the requested format for reimbursement in a timely manner to the SAIC. 4. Responsibilities of the BCA. The aforementioned approach will be implemented through the performance of the following activities by the BCA: A. Provide the VCRU with a BCA Special Agent in Charge to serve as the SAIC of the VCRU. B. Provide guidance and training, as appropriate, on all VCRU standards to be followed by the Governmental Unit, Assigned Investigators, and Assigned Employees. C. Review, approve or decline, or request additional information on appropriately submitted and pre-approved reimbursement requests, within three (3) business days of receipt. The BCA will reimburse the Governmental Unit’s VCRU activities as funding allows. D. Provide reimbursement within thirty (30) business days of the appropriately submitted and pre-approved reimbursement requests directly to the Governmental Unit. E. Provide supplies and equipment to Assigned Investigators and Assigned Employees. Supplies issued to Assigned Investigators include, but are not limited to, a squad vehicle, a body worn camera, a computer, a cellular phone, and office supplies. Supplies issued to civilian Assigned Employees include, but are not limited to, a computer, a cellular phone, and office supplies. Supplies issued to Assigned Investigators and Assigned Employees remain the property of the State of Minnesota and shall be returned to the custody of BCA when the Assigned Investigator or Assigned Employee leaves the VCRU. F. Provide copies of body worn camera footage that captures or documents the activities of the Governmental Unit’s Assigned Investigator for purposes of internal review/investigation by the Governmental Unit, upon request of the Assigned Investigator’s chief law enforcement officer. Body worn camera recordings shall be treated in accordance with the Minnesota Government Data Practices Act, the premature disclosure of which could reasonably be expected to interfere with criminal investigation and prosecution. The Governmental Unit shall not further disseminate the recording(s) beyond the Governmental Unit or release to the public without consultation with the BCA. G. Provide evidence storage at BCA headquarters or a BCA-approved secure facility. H. Proceeds from assets seized through VCRU activities and forfeited through judicial proceedings shall be maintained in a separate fund administered by the state, for purposes of offsetting equipment expenses, future salaries, and other expenses incurred by the VCRU. The BCA retains the right to distribute proceeds from forfeited assets to the Governmental Unit at its discretion. 5. Standards of the Governmental Unit. The following standards must be met by the Governmental Unit, each Assigned Investigator, and each Assigned Employee: A. Assigned Investigators must be licensed peace officers in good standing with the Minnesota Peace Officer’s Standards and Training Board (POST). Assigned Investigators and Assigned Employees must be in good standing with their home agency. B. Assigned investigators and Assigned Employees must be skilled in a broad array of investigative technologies and techniques, to be used as appropriate, throughout their work with the VCRU. C. Assigned Investigators and Assigned Employees must utilize task management and 4.14 SWIFT Contract Number: 280358 4 BCA VCRU JPA 08/2025 accountability programs and procedures, including Time Tracker, as directed by the SAIC/ASAICs. D. Assigned Investigators and Assigned Employees will follow all applicable and appropriate state and/or federal laws in all VCRU-related activities. E. Assigned Investigators and Assigned Employees must be employed by the Governmental Unit. F. Assigned Investigators and Assigned Employees must follow best law enforcement practices in the discharge of their VCRU duties, conducting themselves with the highest degree of professionalism, avoiding any conflicts of interest, and conducting their activities impartially. 6. Employment Relationship. This Agreement shall not be deemed to construe an employment relationship between the Assigned Investigators and/or Assigned Employees and the BCA. All Assigned Investigators & Assigned Employees from the Governmental Unit shall continue to be employed and directly supervised by the same Governmental Unit currently employing that member, regardless of their participation in VCRU activities. All services, duties, acts, or omissions performed by the Assigned Employee or Assigned Investigator will be within the course and duty of their employment by the Governmental Unit and, shall therefore, be covered by any benefits or protections provided to them as employees of the Governmental Unit. This includes, but is not limited to, workers compensation, health, and dental benefits. Nothing in this Agreement shall otherwise limit the jurisdiction, powers, and responsibilities possessed by an Assigned Investigator and Assigned Employee of the Governmental Unit. 7. Reimbursement of Expenses. In order to obtain reimbursement for expenses associated with activities of the VCRU, the Governmental Unit must: A. Submit a monthly invoice, in the appropriate format, for the reimbursement of funds expended as a result of the activities of the VCRU. An invoice must be submitted no later than the 10th calendar day of each month for all activities conducted during the previous month. For example, an invoice must be submitted by December 10, 2025, for activities conducted during November 2025. B. The Governmental Unit must obtain pre-approval by the BCA before an Assigned Employee or Assigned Investigator works overtime. If and when this pre-approval is received, the Governmental Unit may expend funds for overtime costs to be reimbursed within the limitations of the pre-approval. C. In order to receive reimbursement following expenditures, the Governmental Unit must submit documentation to support the invoice. 8. Authorized Representatives. The BCA’s Authorized Representative is the individual noted below, or his successor: Name: Scott Mueller, Deputy Superintendent Address: Department of Public Safety, Bureau of Criminal Apprehension 1430 Maryland Avenue East Saint Paul, MN 55106 Telephone: 651-793-1129 Email: Scott.D.Mueller@state.mn.us The Governmental Unit’s Authorized Representative is the individual noted below or his/her successor: Name: Brian Hubbard, Chief Address: 4141 Douglas Dr N Crystal, MN 55422 Telephone: 763.531.1011 Email: brian.hubbard@crystalmn.gov If either of the Parties must change its Authorized Representative, notice must be provided, in writing, to the other party. If either Authorized Representative will be unavailable for a significant period of time, a temporary 4.14 SWIFT Contract Number: 280358 5 BCA VCRU JPA 08/2025 Authorized Representative may be assigned via the same notice process. 9. Assignment, Amendments, Waiver, and Agreement Complete. A. Assignment. The Governmental Unit may neither assign nor transfer any rights or obligations under this Agreement. B. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by both Parties, through their Authorized Representatives. C. Waiver. If the BCA fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. D. Agreement Complete. This Agreement contains all negotiations and agreements between the BCA and the Governmental Unit. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 10. Liability. The Parties agree that each will be responsible for its own acts, omissions, and/or the results thereof, to the extent permitted by law and shall not be responsible for the acts or omissions of any others, and/or the results thereof. The BCA’s liability shall be governed by provisions of the Minnesota Tort Claims Act, Minnesota Statutes § 3.736, and other applicable law. The Governmental Unit’s liability shall be governed by provisions of the Municipal Tort Claims Act, Minnesota Statutes §§ 466.01-466.15, and other applicable law. 11. Audits. Under Minnesota Statutes § 16C.05, subdivision 5, the Governmental Unit’s books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the BCA and/or the State Auditor and/or Legislative Auditor for a minimum of six (6) years from the end of this Agreement. 12. Government Data Practices. The Governmental Unit and the BCA must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, and other applicable law, as it applies to all data provided by the BCA under this Agreement and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Governmental Unit under this Agreement. The civil remedies of Minnesota Statutes § 13.08 apply to the release of the data referred to in this clause by either the Governmental Unit or the BCA. If the Governmental Unit receives a request to release the data referred to in this clause, the Governmental Unit must immediately notify and consult with the BCA’s Authorized Representative as to how the Governmental Unit should respond to the request. The Governmental Unit’s response to the request shall comply with applicable law. 13. Governing Law, Jurisdiction, and Venue. Minnesota law, without regard to its choice-of-law provisions, governs this Agreement. Venue for all legal proceedings that result out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14. Expiration and Termination. Either party may terminate this Agreement at any time, with or without cause, upon 30 days written notice to the other party. To the extent funds are available, the Governmental Unit shall receive reimbursement in accordance with the terms of this Agreement through the end of the 30 days. Upon expiration or earlier termination of this Agreement, the Governmental Unit shall provide the VCRU SAIC all investigative equipment and supplies provided by the VCRU and/or the BCA. 15. Survival of Terms. The following clauses survive the expiration or cancellation of this Agreement: 10, Liability; 11, Audits; 12, Government Data Practices; and 13, Venue. THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK 4.14 SWIFT Contract Number: 280358 6 BCA VCRU JPA 08/2025 APPROVED: 1. STATE ENCUMBRANCE VERIFICATION Individual Certifies that funds have been encumbered as required by Minnesota Statutes §§ 16A.15 and 16C.05 3. DEPARTMENT OF PUBLIC SAFETY; BUREAU OF CRIMINAL APPREHENSION Signed: _____________________________________________ By:__________________________________________________ (with delegated authority) Date:________________________________________________ Title:_________________________________________________ SWIFT PO Number:__3-93155__________________________________ Date:________________________________________________ 2. GOVERNMENTAL UNIT The Governmental Unit certifies that the appropriate person(s) has (have) executed this Agreement on behalf of the Governmental Unit and its jurisdictional government entity as required by applicable articles, laws, by-laws, resolutions, or ordinances. 4. COMMISSIONER OF ADMINISTRATION As delegated to the Office of State Procurement By:__________________________________________________ By:_________________________________________________ Title:_________________________________________________ Title:________________________________________________ Date:_________________________________________________ Date:_________________________________________________ ADMIN ID:____________________________________________ By:__________________________________________________ Title:_________________________________________________ Date:_________________________________________________ By:___________________________________________________ Title:__________________________________________________ Date:__________________________________________________ 4.14 Memorandum DATE: January 2, 2026 TO: Mayor and City Council FROM: Adam R. Bell, City Manager SUBJECT: Approval of a financial consulting agreement with Abdo Background Staff recommends renewal of the City’s professional services agreement with Abdo Financial Solutions for contracted financial services. The proposed agreement is for a three-year term, from January 1, 2026, through December 31, 2028. The City has worked well with Abdo and values the strong partnership that has been established over time. Abdo provides invaluable resources, depth of expertise, and continuity in municipal finance, which have been especially beneficial in supporting audit preparation, budgeting, financial reporting, and long-term financial planning. As part of the renewed agreement, Jodi Bursheim, Partner with Abdo Financial Solutions, will serve as the City’s Contracted Finance Director. Ms. Bursheim brings extensive experience in Minnesota municipal finance and has been instrumental in providing leadership and strategic financial guidance to the City. The cost of this agreement has been included in the adopted 2026 budget, and no additional appropriation is required. Approval of this item will allow the City to continue receiving high- quality financial services and ensure stability in financial management over the next three years. Recommendation: Recommend approval of the attached resolution approving the renewal Agreement for Financial Services with Abdo Financial Solutions, LLC. Attachments: Agreement for Financial Services with Abdo Financial Solutions, LLC. Resolution approving Agreement for Financial Services with Abdo Financial Solutions, LLC. 4.15 Proposed by Jodi Bursheim Partner | Abdo jodi.bursheim@abdofs.com P 952.715.3064 December 18, 2025 SERVICE PROPOSAL FOR City of Crystal 4141 Douglas Dr N, Crystal, Minnesota 55422 abdosolutions.com | Mankato, MN - Edina, MN - Scottsdale, AZ 4.15 Adam Bell, City Manager City of Crystal 4141 Douglas Dr N Crystal, Minnesota 55422 December 18, 2025 Dear Adam, Thank you for the opportunity to submit this proposal to the City of Crystal, Minnesota (the City), for accounting services. Based on our past experience with cities of comparable size and complexity, we believe our structured contract with defined outcomes offered through Abdo Financial Solutions (Abdo FS), will provide the City with excellent financial services. We are confident our solution will offer the City advanced insights, provide public finance guidance, and serve as an experienced partner to assist the City in accounting services. Our proposal is based on the needs of the City as laid out in the request for proposal and the experiences we have had working with other cities. This proposal outlines the scope of services we believe will address the needs of the City. The term of this contract shall be from January 1, 2026 through December 31, 2028. An Abdo FS representative will be in the City offices as necessary to perform responsibilities as noted on the Value page. Services will also be performed remotely as necessary. The investment required for our services is indicated on the value page, and this quote remains valid for thirty (30) days. Please note that Abdo FS is not independent of the City as defined by auditing standards generally accepted in the United States of America. Abdo FS acknowledges the City has retained an independent registered municipal advisor (IRMA) to assist and advise the City in evaluating information relating to the issuance of municipal securities and/or municipal financial products. Abdo FS acknowledges the City will rely on advice from their IRMA. Abdo FS will have no recourse against the City or its IRMA, regarding action or inaction relating to evaluating, commenting on, or responding to financial projects or information received under this Agreement. Abdo FS acknowledges it is not the registered independent municipal advisor retained by the Municipal Entity Client. Abdo FS would like to thank the City for the opportunity to propose on these services. We look forward to exceeding your expectations and continuing our long-term, mutually beneficial relationship. Sincerely, Abdo Financial Solutions Jodi Bursheim Partner | Abdo 1 4.15 The current state WHAT WE HEARD We understand the challenges you face as an organization with ever-changing regulations, financial standards, staffing changes, and council vision. Through our conversations, we understand these challenges to include: •Regulatory Complexity and Audit Preparation ◦The city faces challenges in keeping up with the ever-evolving financial regulations and preparing for audits. ◦Ensuring audit readiness requires meticulous documentation and adherence to updated standards. ◦There is a need for expertise in audit preparation to avoid compliance issues and ensure transparency. •Staffing Gaps ◦Frequent staffing changes and a shortage of qualified personnel impact financial management. •Evolving Council Vision and System Transition ◦Aligning the budget and financial operations with the council's strategic vision is complex. ◦The shift to new systems requires support and training to ensure seamless integration and functionality. ◦Ensuring that payroll has the appropriate review for internal control purposes. HOW WE WILL RESPOND Given these challenges you’re facing, we know that it can become overwhelming to grasp all the factors at play. Our team wants to ensure you have a pulse on all of these factors as you begin your search for solutions. Have you considered the following: •Finance Director Outsourcing ◦We offer experienced finance director outsourcing to provide consistent leadership and strategic oversight. ◦Our outsourced finance directors will integrate seamlessly with your team to ensure continuity and expert guidance. •Audit Preparation and Compliance Support ◦Our team will assist in organizing and preparing all necessary documentation for audits, ensuring compliance with the latest regulations. ◦We provide strategic advice to streamline the audit process and mitigate risks. •Budget Support on New System ◦We will offer comprehensive support during the transition to your new budgeting system, ensuring alignment with the council’s strategic goals. ◦Our team will work alongside your staff to facilitate smooth system integration and provide training to maximize functionality and efficiency. •Payroll Review and Accounting Support ◦Our experts will conduct thorough payroll reviews to ensure accuracy and compliance with current standards. ◦We will provide ongoing accounting support to enhance financial operations, offering insights and improvements tailored to your city’s needs. 2 4.15 The path forward WHAT'S YOUR VISION? Let's build it together.With knowledge and care, Abdo lights your path forward—illuminating opportunity and fueling your confidence to navigate the future. What do you envision for your future? We believe it could look something like this: • To empower the city with innovative financial leadership and seamless system integration, fostering operational excellence and sustainable growth. • Fostering a culture of continuous improvement and training, your team will be equipped to confidently navigate changes, ensuring operational excellence and compliance at every step. EXPERTISE FOR YOUR CHALLENGES In the government space, your organization faces unique challenges that require a specific understanding of government regulations and operations. Our team not only has experience working with governmental entities, but many came directly from city administration and finance offices, giving them a unique understanding of the challenges you face. Meet Jodi Jodi Bursheim Partner With over 25 years of experience working in governmental accounting for Minnesota municipalities and 10+ years experience in finance, Jodi has a wealth of knowledge and experience in all aspects of governmental finance, including, but not limited to: budgeting, financial reviews, monthly and annual reporting, cash flow projects, evaluation and development of internal controls, and development of financial studies such as debt studies, financial analysis and capital projects. The Abdo Difference At Abdo, we believe in the importance of relationships. This core value is the foundation of our approach to delivering the best experience and outcomes for our clients. It’s inherent in our people and the way we work. We know that for our clients to be successful, it takes more than having experience and credentials – we take the time to listen to their unique motivations, goals, and challenges. We truly care about their journey and where their path leads. LEARN MORE ON OUR WEBSITE 3 4.15 At Abdo, we believe that trust is a vital component in the success of our partnership. That trust requires an understanding of your needs and confidence in the expertise of your engagement team. That’s why we’ve curated a team with relevant experience and first-hand knowledge of the challenges you face. Many of our advisors have worked in government finance offices for decades, cultivating the same experiences you currently face. This depth of understanding can lead to a comprehensive view of your challenges, potential cost reductions, and a quicker road to results. KEY CONTACTS Key team members are briefly profiled below, with additional staff providing support as needed throughout the engagement. Your Team 4 Partner jodi.bursheim@abdofs.com P 952.715.3064 JODI BURSHEIM With over 25 years of experience working in governmental accounting for Minnesota municipalities and 10+ years experience in finance, Jodi has a wealth of knowledge and experience in all aspects of governmental finance, including, but not limited to: budgeting, financial reviews, monthly and annual reporting, cash flow projects, evaluation and development of internal controls, and development of financial studies such as debt studies, financial analysis and capital projects. Manager maari.berg@abdosolutions.com P 952.715.3017 MAARI BERG Maari has over ten years of experience working in governmental accounting for Minnesota municipalities, having previously spent 9 years at the City of Plymouth, prior to joining Abdo. Maari has been involved in most day-to-day operations of government and has a strong focus in process improvements. With this background from previous roles, she is well equipped to assist local governments in audit preparation, budget development, training, utility billing, grant reporting and accounting, amongst many other roles. Senior Associate natalie.doran@abdofs.com P 952.243.0024 NATALIE DORAN Natalie has a variety of experience with local governments and finance, including, monthly and quarterly reporting, audit preparation, training, and processing support. She supports clients with bank reconciliations, accounts receivable, fixed assets, amongst many others. She has a background in various softwares such as Banyon, QuickBooks, Oracle - JD Edwards, and Hubble. 4.15 OUR QUALIFICATIONS •GFOA and MnGFOA Association members •Government operations training •Consulting services for over 100 cities •We’ve assisted many municipalities in preparing for the GFOA’s Certificate of Achievement for Excellence awards in financial reporting You can have confidence in our years of experience performing consulting services, the quality of the accounting services we offer and our understanding of the unique challenges our clients face in the government space. Since 1963, we’ve served cities just like yours. With an unwavering commitment to streamlining processes, training staff, and finding technology-based solutions, we proudly offer excellence in governmental consulting and auditing. Out of our 250-strong, talented staff, over 60 team members are 100% focused on government clients, which include over 100 cities and other governmental entities. By serving cities across Minnesota, we have become experts in the nuances of how to best support your city. Our expertise affords you a consulting experience that is painless. We do this by communicating up front, coming fully prepared, and being available throughout the year to support you. PROCESS Our methods are centered around incorporating technology to deliver unparalleled solutions for government organizations. In addition to our consulting experience, our firm expertly performs outsourcing for governments giving us a wealth of experience in a consulting role. We don’t believe in a one-size-fits-all mentality. So together, we’ll focus on the needs that are relevant to your city and provide the right services to meet them with a customized methodology based on your needs. We’re focused on developing creative, customized solutions to help your city mitigate costs and boost efficiency. FOCUS Through continuous training and growth opportunities, we’ve established an environment with a focus on serving government entities. We spend more than 100 hours training and onboarding to ensure success for our clients. We truly hope that you partner with us to light the path forward for your organization. Government Experience 5 4.15 Government Experience Continued OUR FINANCIAL MANAGEMENT AND CONSULTING SERVICES INCLUDE: •Budget process development •Capital improvement planning •Cash flow analysis •Cost containment processes •Debt management plans •ERP system consulting •Federal and State relations/grant consulting •Finance Director services •Financial management plans •Financial reporting and analysis •Fleet: Operations and replacement rate analysis •Interim accounting and financial services •Internal control evaluation •Long-term strategic planning •Payroll processing •Policy development •Process flows and efficiencies •Project management •Quarterly and monthly reporting to management •Reconciliations •Software implementation •Training •Utility/fee analysis •Year-end audit preparation and financial statement preparation 6 4.15 Value 77 At Abdo FS, we are dedicated to assisting our clients in achieving their financial goals through comprehensive and personalized financial services. Our team of experienced professionals provide expert guidance in public finance. Our fees range from $200 - $535 per hour based upon the experience and level of the individuals to be assigned to perform your work. Fees are also based on the assumption and limitations outlined in the Scope of Services. Below are the fees for our services. Our accounting services include audit preparation valued as noted above and will be invoiced in March each year to align resource allocation with the billing cycle. The remaining annual fee is divided into 12 monthly installments, providing a consistent and predictable payment schedule for ease of budgeting. Monthly installment fees will be invoiced at the beginning of the month throughout the remainder of this contract. Services will be delivered through a flexible approach, combining on-site support for part of one day per week as required and remote assistance to ensure comprehensive coverage and responsiveness to client needs. Budget Support of Euna, Payroll Review and Technical Accounting Support will be billed hourly for requested services. *Hourly Rates are subject to change September 1st of each year. We'd like to assure you that our top priority is delivering the highest value at the most economical cost to you. Our experienced project management team is committed to judiciously allocating tasks and resources to ensure that the majority of the work will be executed at the lowest available rate, without compromising on the quality of the deliverables. We believe that with this approach, we can achieve a balance between cost- efficiency and excellence in execution. Hourly fees will also be invoiced monthly throughout the contract based on the needs and requests of the City. This quote is valid for thirty (30) days. SERVICES 2026 2027 2028 Finance Director Services $155,000 $163,000 $171,500 Audit Prep Services $80,000 $84,000 $88,000 Budget Support of Euna (as needed)Hourly Hourly Hourly Payroll Review of bi-weekly payroll Hourly Hourly Hourly Technical Accounting Support (as needed)Hourly Hourly Hourly 4.15 8 Scope of Services ABDO FS CONTRACT TASK CLIENT RESPONSIBILITY Finance Director and Audit Preparation Services Provide oversight in recording/accounting for transactions Review and provide input Offer guidance on the implementation of new accounting standards, legislative changes impacting the City's budget, and other matters as they arise Review guidance provided and assess its impact on current practices Assist with financial policy updates to reflect current standards and best practices (as needed) Collaborate in discussions, approve and implement updates to the policy Identify and address any discrepancies or inconsistencies in transaction records Provide feedback and/or record adjustments needed Review cash and investments to ensure timely and accurately balancing Review and provide input Provide quarterly financial reports with narrative commentary Review analysis and provide input for accuracy Review monthly budget to actual reports for coding errors Provide input and record corrections as necessary Review journal entries to ensure accuracy Review and provide input Attend check-in meeting with City Manager Prepare and share any relevant information and actively participate in the discussions Provide attendance at 6-8 council meetings Coordinate on specific council meetings where Abdo presence will be requested Annual Reporting Prepare insurance renewal for City municipal liability and workers compensation Collaborate with Abdo to ensure coverage meets city needs Complete Financial Reporting Form to the Office of the State Auditor Provide necessary information to finalize submission MN OSA Budget Report Review and provide input Budget Publication Review and provide input Complete Property Tax Levy Report to the Minnesota Department of Revenue and the County Collaborate to ensure timely and accurate submission Complete County Outstanding indebtedness report Review and provide input Financial statement publication Review and provide input 4.15 9 Scope of Services Continued ABDO FS CONTRACT TASK CLIENT RESPONSIBILITY Audit Preparation Facilitate preparation for the annual financial audit, and submission for application to the Excellence in Financial Reporting Award Provide necessary documentation and information to support the audit Prepare workpapers and gather support for the audit of the financial statements Provide documents timely as requested for audit Review workpapers prepared by City Staff Ensure timely preparation and organization of workpapers as assigned Prepare the Management Discussion and Analysis for the audit report City Manager to provide input and review to effectively communicate the city's financial condition and operations Prepare statistical section for ACFR Provide timely information as requested Review and provide input on audited financial statements prepared by auditor Approve the final audited financial statements Communicate and respond to auditors throughout the audit process Respond promptly to inquiries and requests Budget Preparation Meet with City management on budget objectives and strategy Participate in meetings to discuss budget objectives Support the City Manager in leading the development of the annual financial budge and discussions with Department Directors and the City Council Provide data and clarity of budget objectives for budget discussions and decisions Prepare budget / wage analysis and projections for bi-annual budget Ensure projections are communicated clearly and approve the final plan Prepare the City's ten year long-term financial plan, including projections for cash and debt position, property tax levies Ensure that projections are realistic and align with city objectives Assist in presenting budget to Council prior to September 30 and final budget prior to December 20 Facilitate discussions with Council to ensure understanding and approval of the budget Prepare and file certifications of the tax levies to the county Review and provide input Prepare internal service fund allocations for IT, Fleet and Building Review and provide input Attend check-in meeting with Assistant City Manager to provide updates on Finance and the Finance Team Actively participate in discussions Supervision of Staff Attend check-in meetings with Finance staff, be available for questions and provide functional expertise guidance Activity participate in discussions to address any challenges or opportunities and provide overall general management input Prepare and deliver performance reviews to Finance staff Provide input for an effective review 4.15 We believe technology should enhance our service offerings, making our work less intrusive, our time with you more productive and everyone’s data more secure. The use of technology in our accounting services enables us to streamline our processes and helps to automate certain functions of our work so we are able to spend more time analyzing our results and working directly with you. Through the outbreak of COVID-19, our team has been able to seamlessly move to a completely remote work environment with no loss of productivity, cooperation, or communication. Since March 17, 2020, our staff has been successfully conducting remote accounting services using the latest video conferencing and secure file sharing technology. Through Zoom, Microsoft Teams, or whatever technology your city may use, our team will continue to work through normal procedures, including regular meetings to ensure effective collaboration with your team. We take the security of our client's data - and our own - very seriously. A number of systems are in place to ensure the safety of your city’s data. We operate on a remote distributed infrastructure leveraging Microsoft’s Cloud Platform Azure. This not only allows our staff to securely work from any computer, anywhere, any time, but also provides large- scale, cutting-edge technology and security for your data. Your data is housed in secure data centers that reside exclusively in the U.S. and not on laptops or local servers which could be stolen or misplaced. We continually provide security awareness training to our staff members to ensure they are good digital stewards of your data. In addition to this, we also consult bi annually with 3rd party security experts to conduct risk assessments and conduct annual penetration tests. IT ALSO MEANS: All firm staff use dual authentication to ensure that every login to our remote environment is secure and authorized. 10 Technology All data is saved on redundant servers and data centers so if one server fails, another immediately takes over with no data lost. All data is backed up continually which means we always have an extra copy for safe-keeping. All incoming emails, attachments, and embedded links are scanned for viruses prior to landing in our inbox, which allows us to operate with more protection from phishing emails, malware attacks, and other digital threats. Our cloud platform, Azure, is globally trusted by companies and governments and has numerous security compliance standard they adhere to. Reports of these can be provided as requested. 4.15 CLIENT REFERENCES One of the things we enjoy most about our work is developing long-term relationships with our clients and watching their city thrive as we help them to evolve and grow. Our clients listed below serve as a sample of references of those we partner with for their accounting services. Additional references are available upon request. What Our Clients Say CITY OF NEW HOPE Valerie Leone City Clerk / Treasurer P 763.531.5117 SERVICES PROVIDED Outsourced Finance Director Audit Preparation Long-term Plan Budgeting CITY OF OAK GROVE Loren Wickham City Administrator P 763.404.7075 SERVICES PROVIDED Outsourced Finance Director Budgeting Audit Preparation HR Consulting CITY OF SAVAGE Brad Larson City Administrator P 952.882.2641 SERVICES PROVIDED Budgeting Audit Preparation HR Consulting 11 4.15 Value-Added Services When you partner with Abdo, you get access to our entire catalog of services. Below is a selection of the additional solutions that we believe could be of great value to your city. If you have need of these services, please reach out to us so we can help! Our additional service offerings can be found at www.abdosolutions.com. HR & PAYROLL SERVICES We help employers better support their most valuable resource...their people.Having clear and consistent HR practices that best suit the individuality of your city is key, even more so in today’s tight employment environment. And because the right policies are just as important, we lend our HR expertise to help you strategically plan for your future. We help cities with: •Employee management and development •Regulatory compliance •Benefits analysis and administration, including the Affordable Care Act (ACA) and workers’ compensation •HR/Payroll software implementation and management •Advisory services such as specialized labor cost analysis, compensation studies, and HR process development and implementation 12 4.15 13 4.15 14 4.15 Why Partner with Abdo “Listening to our clients’ needs, understanding their challenges, and adjusting how we work together is key to our partnership with the people we serve.” --Steve McDonald, CPA |Managing Partner LIGHTING THE PATH FORWARD In a world of ever-changing complexity, people need caring, empathetic and highly skilled professionals they can depend on to provide the right advice and solutions for them. Our clients seek growth and success, but also want security and confidence. For over 60 years, Abdo has provided insights for our clients to help them achieve their goals. That same innovative spirit is also what has earned us the title of being one of the top accounting firms in the Midwest. Abdo is a better firm today because of the efforts we made to support a culture driven by our core values of growth, relationships, and teamwork. With this foundation in place, we have successfully helped our clients identify and break through their own growth barriers. Every challenge they face is an opportunity for us to listen, understand and empower them with solutions and a plan to achieve their goals. It’s fulfilling to serve as the catalyst that helps them overcome obstacles that block their progress. When it comes to our working relationships, we are partners. We’re confidants. We’re the catalyst that sparks true business growth, providing guidance through every challenge and opportunity along the way. ABOUT ABDO Abdo is a full-service accounting and consulting firm that delivers customized strategies and innovative solutions to help businesses, governments and nonprofits succeed. With more than 200 professionals and over six decades of experience, Abdo is ranked as one of the top accounting firms in the Midwest. It is a licensed CPA firm with offices located in Minneapolis and Mankato, Minnesota, and Scottsdale, AZ. Abdo’s commitment to its clients is to gain in- depth knowledge of their unique challenges, opportunities, and needs. Through this consultative approach, Abdo partners with organization leaders to light the path forward to confidently reach their goals. 15 4.15 Appendix A AGREEMENT FOR FINANCIAL SERVICES 16 4.15 Agreement for Financial Services THIS AGREEMENT, is made and entered into on December 18, 2025 by and between the City of Crystal, Minnesota (hereinafter referred to as the (“Client”), and Abdo Financial Solutions (hereinafter referred to as the “Contractor”). Articles of Agreement & Recitals WHEREAS, the Client is authorized and empowered to secure from time to time certain professional services through contracts with qualified consultants; and WHEREAS, the Contractor understands and agrees that: 1. The Contractor will act as an Independent Contractor in the performance of all duties under this Agreement. Accordingly, the Contractor shall be responsible for payment of all taxes, including federal, state and local taxes and professional/business license fees arising out of the Contractor’s activities; 2. The Contractor shall have no authority to bind the Client for the performance of any services or to obligate the Client. The Contractor is not an agent, servant, or employee of the Client and shall not make any such representations or hold himself/herself out as such; 3. The Contractor shall be the exclusive outsourced accounting service provider for the Client during the term of this Agreement; 4. The Contractor shall perform all professional services in a competent and professional manner, acting in the best interests of the Client at all times. 5. The Contractor shall not accrue any continuing contract rights for the services performed under this Agreement. NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, it is agreed as follows: ARTICLE I INCORPORATION OF RECITALS The recitals and agreement set forth above are hereby incorporated into this Agreement. ARTICLE II LIABILITY INSURANCE Section 1 Liability Insurance:The Contractor shall obtain professional liability insurance, at their expense with liability insurance coverage minimums in the amount of $2,000,000, which Contractor must secure and maintain during the term of this Agreement. Contractor will provide Client with proof of liability insurance coverage under this Agreement in writing upon request by the Client. 17 4.15 ARTICLE III DURATION OF THE AGREEMENT Section 1 Duration:This Agreement shall commence upon date of execution by all parties and will remain in effect until December 31, 2028 unless earlier terminated as provided in Sections 2 and 3. Section 2 Client's Termination Rights:The Client may terminate this Agreement upon thirty (30) days written notice in the event the Client determines in its sole discretion that it is not in the Client's best interest to continue using Contractor’s services. The Client may terminate on ten (10) days written notice if the Contractor fails to perform its obligations under this Agreement. Section 3 Contractor’s Termination Rights:Contractor may terminate this Agreement upon thirty (60) days written notice to Client in the event Client does not pay Contractor compensation as required under Article 5, Section 9 within fifteen (15) days after invoice is received by Client. In the event of non-payment within thirty (30) days, Contractor shall give the Client an opportunity to cure the default by giving a notice of such non-payment and an additional five (5) days after the Client's receipt of the notice to remit such payment, prior to giving a notice of termination. Contractor can also terminate the Agreement with one hundred and twenty (120) days written notice if the Contractor believes it is in its best interests to terminate the Agreement. ARTICLE IV GENERAL Section 1 Authorized Client Agent:The Client's authorized agent for the purpose of administration of this Agreement is the City Manager. Said agent shall have final authority for approval and acceptance of the Contractor’s services performed under this Agreement and shall further have responsibility for administration of the terms and conditions of this Agreement. All notices under this Agreement shall be sent to the person and address indicated below on the signature lines. Section 2 Amendments: No amendments or variations of the terms and conditions of this Agreement shall be valid unless in writing and signed by the parties. Section 3 Assignability: The Contractor’s rights and obligations under this Agreement are not assignable or transferable. Section 4 Data:Any data or materials, including, but not limited to, reports, studies, photographs, negatives, or any and all other documents prepared by the Contractor or its outside consultants in the performance of the Contractor's obligations under this Agreement shall be the exclusive property of the Client, and any such data and materials shall be remitted to the Client by the Contractor upon completion, expiration, or termination of this Agreement. Further, any such data and materials shall be treated and maintained by the Contractor and its outside consultants in accordance with applicable federal, state and local laws. Further, Contractor will have access to data collected or maintained by the Client to the extent necessary to perform Contractor's obligations under this Agreement. Contractor agrees to maintain all data obtained from the Client in the same manner as the Client is required under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13 or other applicable law (hereinafter referred to as the "Act"). Contractor will not release or disclose the contents of data classified as not public to any person except at the written direction of the Client. Upon receipt of a request to obtain and/or review data as defined in the Act, Contractor will immediately notify the Client. The Client shall provide written direction to Contractor regarding the request within a reasonable time, not to exceed fifteen (15) days. The Client agrees to indemnify, hold harmless and defend Contractor for any liability, expense, cost, damages, claim, and action, including attorneys' fees, arising out of or related to Contractor's complying with the Client's direction. Subject to the aforementioned, Contractor agrees to defend and indemnify the Client from any claim, liability, damage or loss asserted against the Client as a result of Contractor's failure to comply with the requirements of the Act. Upon termination and/or completion of this Agreement, Contractor agrees to return all data to the Client, as requested by the Client. 18 Agreement for Financial Services Continued 4.15 19 ARTICLE IV - CONTINUED GENERAL (CONTINUED) Section 5 Entire Agreement:This Agreement is the entire agreement between the Client and the Contractor, and it supersedes all prior written or oral agreements. There are no other covenants, promises, undertakings, or understandings outside of this Agreement other than those specifically set forth. Any term, condition, prior course of dealing, course of performance, usage of trade, understanding, or agreement purporting to modify, vary, supplement, or explain any provision of this Agreement is null and void and of no effect unless in writing and signed by representatives of both parties authorized to amend this Agreement. Section 6 Severability:All terms and covenants contained in this Agreement are severable. In the event any provision of this Agreement shall be held invalid by any court of competent jurisdiction, this Agreement shall be interpreted as if such invalid terms or covenants were not contained herein, and such holding shall not invalidate or render unenforceable any other provision hereof. Section 7 Contractor Fiscal Decision Waiver: Contractor is responsible for providing the Client with timely and accurate financial recommendations and information that allows the Council the ability to make final financial decisions. Contractor will provide final financial recommendations but is not responsible for the final decisions made regarding financial matters. Section 8 Compensation:The parties agree that the Contractor shall be paid compensation for the services provided hereunder, payable for work performed in accordance with this Agreement, based on the fees indicated on the Value page of this proposal. Additional fees will not be incurred without prior approval of the Client. Monthly installment fees will be invoiced throughout this Agreement. If the Agreement is for an hourly fee basis, invoices will be sent monthly. Section 9 Additional Services:Should the Client request additional services in addition to the Contracted Services, the Contractor will provide the Client with proposed fees for the services to be provided. The Client shall provide a written or electronic confirmation prior to the proposed services implementation. Section 10 Outside Contractors:It shall be the responsibility of Contractor to compensate any other outside consultants retained or hired by Contractor to fulfill their obligations under this Agreement and shall be responsible for their work and Contractor, by using outside contractors, shall not be relieved of its obligations under this Agreement. Section 11 Municipal Advisor:Abdo FS acknowledges the Client may/has retained an independent registered municipal advisor (IRMA) to assist and advise the Client in evaluating information relating to the issuance of municipal securities and/or municipal financial products. Abdo FS acknowledges the Client will rely on advice from their IRMA. Abdo FS will have no recourse against the Client or its IRMA, regarding action or inaction relating to evaluating, commenting on, or responding to financial projects or information received under this Agreement. Abdo FS acknowledges it is not the registered independent municipal advisor retained by the Municipal Entity Client. Section 12 Equal Employment Opportunity:Abdo, LLP and its subsidiary companies are committed to providing equal employment opportunities to all employees and applicants for employment without regard to any legally-recognized basis “protected class” including but not limited to: veteran status, uniform service member status, race, color, religion, sex, national origin, age, physical or mental disability, sexual orientation or marital preference, genetic information or any other protected class under federal, state, or local law. Agreement for Financial Services Continued 4.15 Appendix B AGREEMENT FOR THE PROVISION OF PROFESSIONAL SERVICES 20 4.15 Agreement for the Provision of Professional Services WHEREFORE, this Agreement was entered into on the date set forth below and the undersigned, by execution hereof, represent that they are authorized to enter into this Agreement on behalf of the respective parties and state that this Agreement has been read by them and that the undersigned understand and fully agree to each, all and every provision hereof, and hereby, acknowledge receipt of a copy hereof. City of Crystal 4141 Douglas Dr N Crystal, Minnesota 55422 SIGNATURE Adam Bell Abdo Financial Solutions, LLC 5201 Eden Avenue, Suite 250 Edina, Minnesota 55436 Jodi Bursheim Partner | Abdo December 18, 2025 21 4.15 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2026-_____ A RESOLUTION APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH ABDO FINANCIAL SOLUTIONS FOR CONTRACTED FINANCIAL SERVICES AND APPOINTING A CONTRACTED FINANCE DIRECTOR WHEREAS, the City of Crystal is authorized to contract for professional financial and accounting services to support the City’s fiscal operations; and WHEREAS, the City has worked successfully with Abdo Financial Solutions to provide contracted financial services and values the expertise, resources, and continuity Abdo provides; and WHEREAS, Abdo Financial Solutions has submitted a proposal for a three-year agreement for contracted financial services for the period of January 1, 2026, through December 31, 2028; and WHEREAS, the proposed agreement designates Jodi Bursheim, Partner with Abdo Financial Solutions, to serve as the City’s Contracted Finance Director; and WHEREAS, the cost of the agreement has been included in the City’s adopted 2026 budget; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal, Minnesota, that: 1. The professional services agreement with Abdo Financial Solutions for contracted financial services, for a three-year term beginning January 1, 2026, and ending December 31, 2028, is hereby approved. 2. Jodi Bursheim is hereby designated as the City’s Contracted Finance Director pursuant to the terms of the agreement. 3. The City Manager is authorized to execute the agreement and any related documents necessary to implement this resolution Adopted by the Crystal City Council this 6th day of January 2026. ____________________________ Julie Deshler, Mayor ATTEST: ___________________________ Chrissy Serres, City 4.15 7000 - 56TH AVE. N. – VACATE EASEMENT – PAGE 1 OF 2 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Adam R. Bell, City Manager (for January 6 Meeting) DATE: December 22, 2025 RE: PUBLIC HEARING: Consider adoption of a resolution approving a vacation of a utility easement at 7000 – 56th Avenue North A.BACKGROUND Yellow Tree corporation is proposing to rezone the property at 7000 – 56th Avenue N. to Town Center - Planned Development (TC-PD), demolish the existing Wells Fargo bank building, and then construct a five-story, 174-unit apartment building on the property (agenda item 7.1). As part of the rezoning request the applicant is requesting that an existing utility easement on the property be vacated (agenda item 7.2). New drainage and utility easements are to be dedicated on the lot consolidation plat (agenda item 7.3). Please note that the vacation resolution is contingent upon approval of the rezoning, so the existing easement will not be vacated unless the rezoning is approved. Attachment: A. Resolution COUNCIL STAFF REPORT Vacate Utility Easement 7000 – 56th Avenue N. 6.1 & 7.2 7000 - 56TH AVE. N. – VACATE EASEMENT – PAGE 2 OF 2 2025 Aerial Photo: B. PROPOSED VACATION OF EASEMENT The attached resolution includes an illustration of the proposed vacation. At the City’s request the applicant is proposing to vacate this easement and dedicate new drainage and utility easements on the lot consolidation plat. Notice of the January 6 public hearing was published in the Sun Post on December 25, and mailed to four utility companies: Comcast, CenterPoint Energy, Lumen and Xcel Energy. Comcast and CenterPoint Energy have responded by saying they have no objection to the easement vacation. At the January 6, 2026 City Council meeting, staff will provide an update on the response from Lumen and Xcel. C. REQUESTED ACTION City staff recommends that the utility easement located at 7000 – 56th Avenue N. be vacated. Prior to considering adoption of the vacation resolution, the Mayor would need to open the public hearing (agenda item 6.1) and take any comment specifically regarding the proposed easement vacation, noting that the public will have an opportunity to comment on the proposed property rezoning later in the meeting, as that item is on the regular agenda. After holding the vacation public hearing (item 6.1), and approving the rezoning (item 7.1), City Council approval of the attached easement vacation resolution is requested (item 7.2). 6.1 & 7.2 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2026-_____ RESOLUTION VACATING A UTILITY EASEMENT WITHIN THE PLAT OF CRYSTAL STATE BANK ADDITION WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, in 2007, a perpetual utility easement (the “Easement”) was granted to the City over a portion of Lot 1, Block 1, Crystal State Bank Addition, Hennepin County, Minnesota (the “Property”); and WHEREAS, the Easement is legally described in the attached Exhibit A, depicted on the attached Exhibit B, and is of record with the Hennepin County Registrar of Titles as Document No. 8953735; and WHEREAS, a proposed purchaser of the Property has requested that the City vacate the Easement as part of a request to rezone the property from Commercial (C) to Town Center – Planned Development (TC-PD); and WHEREAS, pursuant to section 12.06 of the Crystal City Charter, the City scheduled and held a duly noticed public hearing on January 6, 2026 to consider vacating the Easement, during which all interested parties were heard; and WHEREAS, the City has the authority pursuant to section 12.06 of the Crystal City Charter to vacate public utility easements, or any portion thereof, if it appears in the interest of the public to do so; and WHEREAS, following the public hearing, the City determined that there is no continuing public need for the Easement and that vacating said Easement is in the public interest pursuant to the terms and conditions contained herein . NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1.The Easement, as legally described in the attached Exhibit A and depicted on the attached Exhibit B, is hereby vacated, subject to the following conditions: a.Approval by the City of the rezoning of the property at 7000 – 56th Avenue North from Commercial (C) to Town Center – Planned Development (TC-PD). Attachment A 6.1 & 7.2 2. City staff is hereby authorized and directed to take any additional steps necessary to effectuate the intent of this resolution. Adopted by the Crystal City Council this 6th day of January, 2026. ____________________________ Julie Deshler, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 6.1 & 7.2 A-1 EXHIBIT A Legal Description of Vacated Easement An easement over, under and across the South 17.00 feet of Lot 1, Block 1, Crystal State Bank Addition, according to the recorded plat thereof, Hennepin County Minnesota lying north of County Road No. 10, except that part of Said Lot 1 described in Doc. No . 4459928. 6.1 & 7.2 B-1 CR205-30-819697.v2 EXHIBIT B Depiction of Vacated Utility Easement North 6.1 & 7.2 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 9 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Adam R. Bell, City Manager (for January 6 Meeting) DATE: December 22, 2025 RE: Consider second reading of an ordinance rezoning the property at 7000 – 56th Avenue to Town Center - Planned Development for a proposed apartment building and adoption of a resolution approving summary language of the ordinance for publication A.INTRODUCTION Yellow Tree corporation is proposing to purchase the property at 7000 – 56th Avenue N., demolish the existing Wells Fargo bank building, and then construct a new 5-story, 174-unit market-rate apartment building on the property. The property is currently zoned Commercial (C), but the applicant is proposing to rezone the property to Town Center – Planned Development (TC-PD). Apartment buildings are a permitted use in that zoning district. Notice of the December 8 public hearing was published in the Sun Post on November 27, mailed to owners, renters, and commercial tenants within 500 feet (attachment A) and posted to all neighborhoods on Nextdoor. Signs were also posted on the property and a hearing notice was sent to the City of New Hope since the property is adjacent to the New Hope/Crystal boundary line. At the December 8th Planning Commission public hearing, the Commission unanimously recommended approval of the rezoning application. No one from the public provided comments on the request. On December 16 the Council approved first reading of the rezoning ordinance including the site and building plans. On January 6 the Council is asked to (1) approve second reading and adoption of the rezoning ordinance, and (2) approve a resolution for a summary publication of the ordinance. COUNCIL STAFF REPORT Proposed Apartment Building 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 9 Staff Report Attachments: A. Site location and public hearing notice mailing map B. Current zoning map C. 2040 Comprehensive Plan planned land use map D. Current property photos E. Applicant’s project narrative F. Shadow effects study G. Ordinance H. Resolution approving summary ordinance I. Site plan (44 sheets) 2025 Aerial Photo: B. BACKGROUND Neighborhood open house The applicant held a neighborhood open house on October 28, 2025, which was attended by three neighborhood residents, a City Council member, a Planning Commission member, and the city planner. The purpose of the open house was to provide information on the proposed project to property owners near the facility. Attendees asked questions about the timing of the construction. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 9 Existing Use The 2.2-acre (95,093 sq. ft) property contains an existing bank building with a drive-through facility, constructed in 1963, and a surface parking lot. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North. Commercial businesses zoned Commercial (C). • East. Commercial businesses zoned C. • West. Commercial businesses in New Hope • South. Across 56th Ave. N, businesses zoned C. Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the property is designated as mixed use on the planned land use map (attachment C), which is described as a vertical or side-by-side mixture of multiple family residential, institutional, commercial and industrial uses. The proposed density for this apartment building is 67 units per gross acre based on a gross acreage of approximately 113,256 sq. ft (2.6 acres). This density is slightly greater than the maximum allowed density of 64 units per gross acre for the TC-PD district, but the UDC allows for a ten percent density increase if one of the following statements are true: ➢ The development will provide an extraordinary benefit to the community, or ➢ The property has extraordinary characteristics that make development difficult. Staff response: The density increase is warranted for this property since the development will provide much needed new market-rate multiple-family housing, which the city has not seen since the 1980s. In addition the non-rectangular shape of the property makes development more challenging than if the property was a standard shape. C. PROPOSED APARTMENT BUILDING The applicant is proposing to construct a f ive-story, 174-unit apartment building on the property. The building will contain a mixture of larger studios (“alcove units”) to 3-bedroom units, with parking provided in an enclosed garage and the rest in a surface parking lot east of the building. A fitness room, lobby, package room and bike storage will be located on level 1-B. The building will continue to be addressed as 7000 – 56th Ave. N. A mobile office will be installed on the property during construction of the building and removed once the certificate of occupancy is issued. The property consists of two separately platted lots. The applicant has submitted a lot consolidation application that will combine the two lots into one parcel. According to the Unified Development Code (UDC), a lot consolidation application is considered by the City Council without the need for a public hearing. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 9 Site Plan Elements The following are the notable site plan elements for the proposed building: •Building setbacks and frontages. Except for the corner side setback (see section D, below), the proposed building meets setback requirements in the proposed TC-PD district: ▪Front (south) property line: Ranges from 5’ – 24’ (the maximum requirement is 10’) – See section D. ▪Side (west) property line: 12’ (maximum requirement is 0’). ▪Side (east) property line: 71’ (minimum requirement is 0’) ▪Rear (north) property line: 10’ (minimum requirement is 5’) As allowed in the TC-PD district, the applicant is also requesting flexibility to two site development standards in the TC-PD district (see section D): 1.Building street frontage. The UDC requires that the primary and secondary building frontages to occupy a minimum percentage of that street frontages. 2.Balconies. The UDC requires that balconies facing the primary façade (56th Avenue N.) be recessed or flush in that building face. 3.Secondary entryway. The UDC requires a functional secondary entryway feature on the primary façade if the building is greater than 60 feet in length. 4.Façade glazing. The UDC requires a minimum percentage of glazing on the façades facing public streets. •Building height. The apartment building will be approximately 57’ (five stories) in height, with an elevator tower at a height of 65’. Due to its proximity to the Crystal Airport, the applicant has notified the Federal Aviation Administration (FAA) of the proposed building construction. The building itself meets airport height requirements, but the FAA will require approval of the construction crane that will be needed. Staff recommends a condition of rezoning approval that the FAA give final approval prior to building permit issuance. The applicant has completed a shadow study (attachment F) that provides a visual graphic showing the shadow of the proposed building upon the residential homes within 195 feet of the property. The study shows the shadow effect on two different dates – June 21 and December 21. June 21. The study measures impacts at 9 and 10:30 AM, Noon, and 1:30 and 3 PM. ➢There are no impacts to the residential neighborhoods to the west at any of these times. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 9 December 21. The study measures impacts at 9 and 10:30 AM, and Noon, 1:30 and 3 PM. ➢By 9:40 AM, the shadows are removed from the residential properties to the west. As spring arrives, the shadows are reduced so that they essentially stay within the limits of the property. •Parking. The applicant is providing 257 spaces, which does not meet the city’s minimum number of 348 spaces in order to provide two spaces per apartment unit . The underground garage will have 183 spaces and the surface parking lot will have 74. The parking space and drive aisle dimensions meet UDC requirements. The applicant is requesting flexibility, as allowed with TC-PD rezoning, to reduce the number of required spaces from 348 to 257 spaces (see section D). West Metro Fire Rescue District (WMFRD) has requested that if any charging stations for electric vehicles are located in the garage, that they be located near an exit so as to more easily remove any burning vehicles. The charging stations may also be located in the surface parking lot. Staff recommends a condition of zoning approval that the applicant submit an updated site plan showing the location of any proposed charging stations. •Stormwater management and erosion control measures. As part of their stormwater management plan, the applicant has provided for storage under the proposed surface parking lot in the northeast area of the property. Review and approval by the Shingle Creek Watershed Management Commission is required. The percentage of impervious surface on the property will increase from 83% to 85% (the maximum coverage is 90% for the TC-PD district). During building construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. •Utilities. The proposed building will connect with existing water and sanitary sewer mains. The only existing overhead utilities are along the east property line, but this line is located on the properties to the east. New drainage and utility easements are dedicated with the lot consolidation plat (the City Council will hold a public hearing to vacate existing easements on the property). New private utility services to the proposed building, such as Xcel Energy, Lumen (formerly Century Link) and Comcast, will be buried underground. The proposed apartment building will not be located in a drainage or utility easement. •Access and circulation. The city’s Public Works department has reviewed the traffic circulation plan for standard sized vehicles and found it adequate to meet vehicle movement into and within the site. West Metro Fire Rescue District (WMFRD) has also reviewed the circulation plan and found it adequate for fire trucks. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 9 • Building elevations. The proposed major exterior building material is metal panel siding, with brick masonry and fiber cement panels as accent materials. These materials meet the city’s requirements. A rendering of the proposed building is attachment I. • Landscaping. There are currently eight trees on the property that will be removed for the construction of the building and parking lot. The landscape plan calls for the planting of 28 new trees. These new trees are: “maidenhair”, “swamp white oak”, “skyline honeylocust”, “London Plane tree”, “tupelo tree” and “quaking aspen”. The applicant proposes planting seven varieties of shrubs, including those that will screen the proposed building foundation and the surface parking lot from view. Some vegetation is proposed to be planted in proposed drainage and utility easements. Staff recommends as a condition of approval that prior to building permit issuance, the applicant provide documentation that drainage to and from neighboring properties will not be negatively impacted by these plantings. • Screening. Waste receptacles will be located within the building and rolled out for pick- up by the refuse hauler. The applicant has stated that rooftop mechanical units will be located at a sufficient distance from the roof edge and will not need to be screened. A transformer in the north area of the property will be screened by landscaping. • Exterior Lighting. On the private property, there are seven existing light poles, but these will all be removed. The lighting plan shows six new replacement light poles. There will also be 17 exterior wall lighting fixtures on the proposed building. This lighting meets city requirements. • Pedestrian connections. There are existing 5-foot wide sidewalks along both 56th and 57th Avenues N. The applicant will replace these sidewalks with 6-foot wide sidewalks. • Signs. The applicant is proposing a 6’ tall monument sign facing 56th Avenue N, which meets UDC requirements. The applicant must receive sign permit approval before installing any signage. D. REZONING TO TOWN CENTER PLANNED DEVELOPMENT (TC - PD) The applicant is requesting that the property be rezoned to Planned Development – Town Center (TC - PD), which has requirements for site design elements such as building placement and façade treatments, but the TC-PD district allows for flexibility in these zoning requirements. Attachment E details the applicant’s rationale for requesting flexibility with the following requirements. a. Front setback. As noted earlier, the maximum front setback is 10’, and the applicant is requesting to construct the building at a setback that ranges from 5’ on the west side to 24’ on the east side. The applicant’s rationale is that there is a drainage and utility easement along 56th 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 9 Ave. N. that pushes the building north. In addition the staggered setback adds interest to the building façade along 56th Ave. N. Staff is supportive of this request b.Primary building street frontage. The UDC requires at least 75% of the primary building street frontage along 56th Avenue N. to be occupied by the apartment building, but this may be reduced to 60% if the applicant can demonstrate that the purpose of the town center district is achieved. For this property the minimum building street frontage is 169’, but the applicant is requesting that this be reduced to 144’ (64% of lot frontage). Since the proposed building will provide for a walkable environment, staff is supportive of this request. c.Secondary building street frontage. The UDC requires at least 50% of the secondary building street frontage along 57th Avenue N. to be occupied by the apartment building. For this property the minimum building street frontage is 115’, but applicant is requesting that this be reduced to 108’ (47% of lot frontage). Since the proposed building will provide for a walkable environment by being only 10’ from the property line, staff is supportive of this request. d.Glazing. The minimum glazing requirement for building elevations facing street frontages along 56th and 57th Avenues N is 30%. The applicant is proposing that 24% of the 56th Ave. façade and 20% of the 57th Ave. façade will consist of glazing. The applicant’s rationale is that the 56th Ave elevation provides for storefront windows to meet the intent of the UDC, but it is difficult to provide enough glazing to meet the 30% requirement. On the 57th Ave. elevation, the façade is occupied by the parking ramp. Staff is supportive of this request. e.Balconies. On the primary façade facing 56th, balconies shall either be flush or recessed. The applicant is proposing balconies which are not flush or recessed, but they will be stepped back from the main portion of the façade. The intent of this requirement is to not have balconies that encroach into the public realm. Due to the stepping back of the balconies, staff is supportive of this request. f.Functional secondary entryway. On the primary façade, a secondary functional entryway is to be provided for those buildings that are 60’ in width or greater. Due to security concerns, the applicant is not proposing a secondary entrance on that façade. Since parking and deliveries are not allowed on 56th Ave., limiting pedestrian interaction on this side of the building, staff is supportive of this request. g.Number of parking spaces. The UDC requires two spaces per dwelling unit, one of which must be enclosed in a garage. The minimum number of parking spaces for this building is 348 spaces, half of which must be enclosed. The site plan provides for 257 parking spaces –183 enclosed in the building and 74 spaces in a surface parking lot. The city’s parking regulations allow a reduction in the number of enclosed spaces if the applicant provides information about why it is not feasible to construct the required number of spaces. The applicant states that the building will have 214 bedrooms in its 174 units, creating a ratio of 1.2 parking spaces for each bedroom. Some inner suburbs in the Twin Cities base 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 8 OF 9 their parking requirements for apartment buildings on the number of bedrooms not the number of apartment units. As a comparison, the five cities below would require the following number of parking spaces for the proposed Yellow Tree apartment building in Crystal: •Roseville:218 spaces •Fridley:229 spaces •West St. Paul:265 spaces •Bloomington:291 spaces •Brooklyn Center:Minimum determined by zoning administrator Based on this comparison to other similar cities, staff is supportive of this request. E.REQUESTED ACTION At the December 8, 2025 Planning Commission meeting, the Commission recommended by a vote of 7 to 0 (one member was absent) to approve the rezoning to Town Center - Planned Development (TC - PD) for the construction of an apartment building at 7000 – 56th Ave. N, with the following conditions of approval: 1.Site Plan. The development shall be constructed according to the site plan in attachment I. Prior to issuance of the building permit, the applicant shall: a.Provide documentation that the lot consolidation plat and the resolution for the easement vacation have been recorded at Hennepin County. b.Receive approval from the Shingle Creek Watershed Commission of the stormwater management plan. c.Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. d.Provide a maintenance agreement for city approval for the stormwater infiltration facility which will be recorded against the property. e.Provide an updated site plan showing the location of electric vehicle charging stations for approval by the city and WMFRD. f.Provide an updated grading plan to demonstrate to the city’s satisfaction that vegetation in the drainage and utility easements will not negatively impact drainage to and from neighboring properties. g.Provide an approval letter from the Federal Aviation Administration to the city. 2.Certificate of Occupancy. Prior to the issuance of the certificate of occupancy for the building, the applicant shall: a.Provide as-built utility and grading plans to the city. b.Remove the mobile construction office from the property. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 9 OF 9 3.Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 4.Special provisions related to Town Center - Planned Development rezoning. At this time, the rezoning to TC-PD implements the following special provisions in place of the standard town center requirements. Upon submittal of additional information as described in section D, additional flexibility to the city’s zoning requirements may be approved. a.The front building setback along 56th Ave. N. is varied from 5’ on the west to 24’ on the east. b.The primary building street frontage requirement is reduced from 75% to 64% along 56th Avenue N. c.The secondary building street frontage requirement is reduced from 50% to 47% along 57th Avenue N d.Glazing on the south building elevation is reduced from 30% to 24% of the façade and from 30% to 20% on the north building elevation. e.Balconies on the primary façade are allowed to be stepped back rather than flush or recessed. f.A functional secondary entryway is not required on the primary façade. g.The number of parking spaces is reduced from the required 348 spaces to 257 spaces. City Council actions requested: 1.Second reading and adoption of the rezoning ordinance 2.Adoption of the resolution approving summary publication The applicant anticipates starting construction of the building in Spring 2026, with completion in late 2027. 7.1 Site Location and Public Hearing Notice Mailing Map 7000 – 56th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.1 Zoning Map 7000 – 56th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.1 2040 Comprehensive Plan Map 7000 – 56th Avenue N. 4141 Douglas Dr. N. Crystal MN 55422 Attachment C 7.1 Facing 56th Ave. N Facing East Attachment D 7.1 Parking lot on East Side Drive-through on north side 7.1 November 25, 2025 (Revised per Planner comments 2) 7000 56th Street – Rezoning to PD Project Narrative/Site Plan Narrative The proposed rezoning is for 7000 56th Avenue North, Crystal, MN 55428 The subject property is currently zoned C (Commercial) and proposing to rezone to TC-PD (Town Center Planned Development). There is an existing vacant 2-story bank formerly occupied by Wells Fargo with a large amount of underutilized surface parking. The proposed use for the property is multi-family which is currently not permitted in the Commercial district designation. The project site consists of 2 parcels that will be joined in a lot consolidation application for a site area that is 2.1 8 acres (per ALTA Survey) and meets the requirement of 2 acres in City code section 515.13, subd. 3. This project also includes an easement vacation to remove the 10’ utility easement along 56 th Avenue and replace it with a smaller 5’ easement. The property line along 56th Avenue, which currently jogs will also be straightened out and replated resulting in a slightly smaller site area. For purposes of this application all site areas numbers are reflective of the 95,093 SF or 2.18 aces listed on the ALTA Survey provided. The development meets most of the Site Development Standards of the TC-PD overlay listed in City code section 515.13, Subd.4, which also references to the TC District City code section 515.05, Subd.5. All known deviations to Site Development Standards are listed and provided in this narrative. Those deviations include; Parking, Front Setback, Street frontage and the use of non-recessed balconies on the primary building facade. The items outlined below directly correspond to the items requested on the Rezoning Checklist. (a)Existing Zoning District: C (commercial) (b)Existing use: 2-story bank, surface parking (c)Permitted Principal Use: Multi-family is permitted as the code states all uses permitted in the TC district per Table 3 are also allowed in the TC-PD district. (d)Lot Area: 2.18 acres (95,093 sf) (e)Building Design: TC-PD (building placement, building street frontage, building height, building facades, building entries) a.Building Placement (Deviation Request) – The ground floor of the building is placed at a slight angle to the street to create a defined street wall while providing greater visibility for site safety in regards to the vehicular entry to the site off of 56th Avenue. The ground floor street wall is intended to be within the maximum front setback of 10’, however a utility easement and a jog in the property line along 56th Avenue force the building to be pushed back and a deviation is being requested. Through discussions with City Staff the Applicant has submitted an application for a vacation of this easement, and to be replaced by a smaller 5’ easement with the jog removed in the property line. The project team has placed the front façade as close to the ROW as possible to meet the intent of the zoning code. Near the west side of the front property line the building is located 5.1’ off the property line as close to the new easement as possible. The east side of the front property line the building is 23.6’ off the property line to allow fluid pedestrian movement, safety and enhanced landscaping. b.Street Frontage Primary/South (Deviation Request) - The southern street frontage is projected to be 64%, which is less than the 70% required. However, City Code does have a consideration to Attachment E 7.1 2 reduce the required amount to 60% (515.05 Subd 5 (d)(1)(ii)(a)) based on unique characteristics of the site. This consideration would bring the application into compliance, therefore a deviation is being requested. The proposed project allows parking access from 56th Street on the east side of the building, which is a necessary for site access, site organization and heightened pedestrian safety. The building is placed as far west as possible with an adequate setback, which allows a buffer zone for future development on the property adjacent to the west. Distance from the west property line are also necessary to meet fire separation distances required by MN building code and allow for a desired amount of windows on this side as well. Street Frontage Secondary/North (Deviation Request) – The northern/secondary façade is 47% which is less than the 50% required. A deviation is being requested because the NE portion of the site is too small for a structure to be placed bringing the secondary street frontage out of compliance. This NE portion of the site is being utilized for surface parking to help meet the parking demand of the density proposed. c.Building Height – The proposed development is at the maximum 60’ height permitted by Zoning code. Corresponding floor heights also fall into compliance with a ground floor height of 16’, typical floor height of 10’-8” and top floor of 12’, which is the maximum floor height permitted by the zoning code. d.Façade Glazing (Deviation Requested) – For the north and south facades facing ROW’s, a deviation is requested to allow less than 30% glazing per City Code 515.05 Subd 5(e)(3)(iii). Glazing on both of these facades are maximized to a reasonable amounts of fenestration for each façade and the primary façade incorporates storefronts on multiple levels to maintain the intent of the code. The secondary façade includes an exterior wall housing the parking ramp which makes it difficult to come into compliance. Locating the parking ramp indoors in this location is critical to site circulation and safety. e.Building Facades (Deviation Requested) – The street facades of the building are being articulated with material changes, stepbacks and balconies, both recessed and non-recessed. The non- recessed balconies are not permitted by zoning code and a deviation is being requested to allow non-recessed balconies on the primary façade. The use of non-recessed balconies is being requested to allow for more articulation on 56th Avenue. These balconies also occur above the ground floor stepback and do not present any hazard or detrimental harm to pedestrians along 56th Avenue. f.Building Entries – The primary building entrance is being provided in a building recess as required by zoning code, but the door is perpendicular to the street. This is situated in this direction due to internal vehicular circulation onsite which eliminates any potential of drop-offs or pick-ups occurring on 56th Avenue for more fluid vehicular movement around the proposed project. g.Building Entries Secondary (Deviation Requested) – Per City Code Section 515.05 Subd 5(e)(3)(v) a secondary building entry is required for primary building facades over 60’ in width. For security and functionality it is requested to only have one entry on the primary façade. Enhanced landscaping will also be provided along the primary façade in response to city staff comment requesting shrubs be planted for the full length of the building foundation on the north and south sides. h.Parking (Deviation Request) – The proposed project provides 257 parking stalls (1.47stalls/unit), 74 surface stalls and 183 enclosed and below ground. The Zoning code calls for a minimum of 2.0 stalls/unit which amounts to 348 stalls for the density of the proposed project. A deviation is being requested for a reduced amount of required parking. There is a bedroom count of 211 beds, so the project is providing 1.21 stalls per bedroom and is fully intended on meeting the demand of the building and is above what has been functionally needed in similar projects in similar cities and neighborhoods. i.Minimum Green Space – 10% minimum green space is required per 520.03 Subd.2 Table 7. The proposed project is providing 13.5% green space as shown on Civil& Landscape documents. The 7.1 3 project team is also going above and beyond to provide a large central green space amenity which does not calculate into the green space because it is above the underground parking. (f)Deviations: All known deviations from zoning code are noted and listed above in responses in section (e). Those deviations include; Parking, Front Setback, Street frontage and the use of non-recessed balconies on the primary building facade. (g)Adjacent Residential Uses: The nearest residential use is approximately 100’ away from the NW property line. This is single family housing located on Maryland Avenue N. There is a surface parking lot and office building between the subject property and single-family house. The proposed project does not present any hazard or detrimental harm to this residential property or other nearby residential properties. A shadow study has also been provided as part of this development application. (h)Pedestrians and Motorists - The site layout provides vehicular access from both 56th and 57th Avenues for through-block connectivity which will both reduce congestion and provide clear site organization for safe movement for both pedestrians and vehicles. Elements in the site plan that contribute to safety are clear unobstructed site lines at driveways, onsite loading zones and a recessed entry intended to eliminate any drop-offs/pick-ups on 56th or 57th Streets. These efforts in site design have also been made to improve the quality of the public realm encourage multimodal transportation in the vicinity. (i)Use-Specific Standards: Per code section 515.19 Subd 4 (g)(2) considerations have been made for parking ramps or structures in the TC-PD district. The enclosed parking of the project is fully underground and not visible above grade. The enclosed parking entry is located on the interior of the site and not visible from the primary façade. In Summary the proposed project at 7000 56th Avenue N. has been intentionally designed to meet the expectations of City Code, City Staff and the needs of the potential tenants. The project team has gone above and beyond to provide amenities and attributes like the large central green space/courtyard, enhanced landscaping in strategic locations, building design with a dynamic presence and clear site organization that improves the current conditions. Rezoning this property will allow the project team to deliver a high-quality multi-family development for more people to make the City of Crystal their home. 7.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567$0Attachment F7.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567$07.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567307.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567307.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567307.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67$07.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67$07.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67307.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67307.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67307.1 ORDINANCE NO. 2025 - 14 CITY OF CRYSTAL AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH FROM COMMERCIAL (C) TO TOWN CENTER - PLANNED DEVELOPMENT (TC-PD) THE CITY OF CRYSTAL ORDAINS: Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and determines as follows: (a)Yellow Tree Corporation (“Applicant”) has requested to rezone property it proposes to purchase at 7000 – 56th Avenue North (“Property”) to the town center - planned development overlay district as provided in Crystal city code, subsection 515.13; and (b)The request would rezone the Property from Commercial (C) to Town Center -Planned Development (TC-PD); and (c)The rezoning request is to allow the Applicant to construct a five story, 174- unit apartment building, which involves the approval of a site plan; and (d)The Planning Commission held a public hearing on the rezoning request on December 8, 2025 and voted to forward the requested rezoning to the City Council with a recommendation that it be approved with certain conditions; and (e)The City Council determines the proposed rezoning of the Property complies with the approval criteria in Crystal city code, subsection 510.31 and 515.13 and other applicable provisions. Section 2. Rezoning. Subject to the conditions in Section 3 of this ordinance, the Zoning Map of Crystal, Minnesota is hereby amended as follows: The zoning classification of the following legally described property addressed as 7000 – 56th Avenue North, currently classified as Commercial (C), shall henceforth be classified as Town Center – Planned Development (TC-PD), which is legally described as: Attachment G 7.1 Previous legal description: Lot 1, Block 1, Crystal State Bank Addition, and Outlot A, Palmer Addition, both in Hennepin County, Minnesota. Pending legal description upon recording of consolidation plat: Lot 1, Block 1, Crystal State Bank 3rd Addition, Hennepin County, Minnesota. Section 3. Site-Specific Regulations. The following additional regulations apply to the Property: 1.Site Plan. The development shall be constructed according to the site plan approved by and on file with the city and included as attachment H to the City Council file. Prior to issuance of the building permit, the applicant shall: 1.Provide documentation that the lot consolidation plat and the resolution for the easement vacation have been recorded at Hennepin County. 2.Receive approval from the Shingle Creek Watershed Commission of the stormwater management plan. 3.Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. 4.Provide a maintenance agreement for city approval for the stormwater infiltration facility which will be recorded against the property. 5.Provide an updated site plan showing the location of electric vehicle charging stations for approval by the city and WMFRD. 6.Provide an updated grading plan to demonstrate to the city’s satisfaction that vegetation in the drainage and utility easements will not negatively impact drainage to and from neighboring properties. 7.Provide an approval letter from the Federal Aviation Administration to the city. 2.Certificate of Occupancy. Prior to the issuance of the certificate of occupancy for the building, the applicant shall: a.Provide as-built utility and grading plans to the city. b.Remove the mobile construction office from the property. 3.Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 7.1 4.Special provisions related to Town Center - Planned Development rezoning. At this time, the rezoning to TC-PD implements the following special provisions in place of the standard town center requirements. Upon submittal of additional information as described in section D, additional flexibility to the city’s zoning requirements may be approved. a.The front building setback along 56th Ave. N. is varied from 5’ on the west to 24’ on the east. b.The primary building street frontage requirement is reduced from 75% to 64% along 56th Avenue N. c.The secondary building street frontage requirement is reduced from 50% to 47% along 57th Avenue N d.Glazing on the south building elevation is reduced from 30% to 24% of the façade and from 30% to 20% on the north building elevation. e.Balconies on the primary façade are allowed to be stepped back rather than flush or recessed. f.A functional secondary entryway is not required on the primary façade. g.The number of parking spaces is reduced from the required 348 spaces to 257 spaces. Section 4. Zoning Map Amendment. The zoning administrator is authorized and directed to amend the Zoning Map in accordance with this ordinance and to take any such other actions as may be required to effectuate this rezoning. Section 5. Effective Date. This ordinance shall not be codified into the Crystal city code and is effective thirty (30) days following its passage and publication. __________________________ Julie Deshler, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk First Reading: December 16, 2025 Second Reading and Adoption: _________ Publication: ________________________ Effective Date: _____________________ 7.1 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-__ RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2025-14 WHEREAS, the Crystal City Council adopted Ordinance No. 2025-14 “An Ordinance Amending the Zoning Map to Rezone Property for Yellow Tree corporation located at 7000 – 56th Avenue North from Commercial (C) to Town Center – Planned Development (TC-PD)” (“Ordinance”) at its meeting held on January 6, 2026; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE NO. 2025-14 AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH FROM COMMERCIAL (C) TO TOWN CENTER - PLANNED DEVELOPMENT (TC-PD) SUMMARY OF ORDINANCE No. 2025-14 Ordinance No. 2025-14 was approved by the city council on January 6, 2026. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk and is available on the city’s website. The ordinance rezones the property at 7000 – 56th Avenue North from Commercial to Town Center - Planned Development. The ordinance makes various legislative findings, amends the City’s zoning map to reflect the new district, set out conditions, and directs the zoning administrator to amend the zoning map. A copy of the full ordinance is available on the City’s website. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: Attachment H 7.1 2 1.Publish the approved summary language once in the City’s official newspaper; 2.Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 3.Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4.Incorporate the text of the Ordinance into the Crystal City Code; and 5.Post the updated Crystal City Code on the City’s website. Adopted this 6th day of January 2026. BY THE CITY COUNCIL _________________________________ Julie Deshler, Mayor ATTEST: ________________________________ Christina Serres, City Clerk 7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.0011.25.20257000 56th Ave. N,Crystal, MinnesotaA000COVER SHEETThe proposed project is a 5-story multi-family housing development with approximately 174 units ranging in size from alcove to 3 bedrooms and 257 parking spaces with both underground and surface parking provided. The project site is located on Bass Lake Road which is currently zoned Commercial and proposed to rezone to TC-PD.The development aims to provide a high quality environment through an effi cient site layout, abundance of space dedicated to amenities and green space, quality materials and design cues aimed at improving the public realm. Multiple step-backs, active uses on Bass Lake Road, large courtyards and through-block connections are some of the strategies in use to make this development a great addition to the Broadway neighborhood and City of Crystal.Although rezoning to TC-PD, minimal departures from the zoning code are forseen. These include parking, street frontage and front setback departures.TOTAL SITE AREA(PER ATLA SURVEY)2.18 ACRES OR 95,093 SFCURRENT ZONING:PROPOSED ZONING:C (COMMERCIAL)TC-PD (TOWN CENTER-PLANNED DEVELOPMENT)PARCLE ID511821420032SF95, 093ACRES2.18ADDRESS7000 BASS LAKE RD.YELLOW TREE1834 EAST 38TH STREETMINNEAPOLIS, MN 55407A000G001G002G003G004G005G006G007V1.0V2.0-----C0.0C0.1C1.0C2.0C2.1C3.0C4.0C5.0C5.1C5.2C5.3L1.0L1.1SW1.0SW1.1SW1.2SW1.3SW1.4SW1.5EX1.0-----A0.1A0.2A1.1A1.2A2.1A2.2A3.1A3.2A5.1A5.2A6.0A6.1A6.2A7.0A8.0A8.1A8.2A8.3A8.4A8.5A8.6A8.7A8.8A8.9COVER SHEETSITE ANALYSIS - SITE AERIALSSITE ANALYSIS - ZONING & ADJACENT USESSITE ANALYSIS - SURROUNDING BUILDINGS SITE ANALYSIS - EXISTING CONDITIONSSITE ANALYSIS - STREET PANORAMACIRCULATION DIAGRAMBUILDING DATAATLA SURVEYPRELIMINARY PLATFINAL PLATTITLE SHEETPROJECT NOTESREMOVALS PLANSITE PLANTURNING MOVEMENTGRADING PLANUTILITY PLANCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSLANDSCAPE PLANLANDSCAPE PLAN NOTES & DETAILSSWPPP - EXISTING CONDITIONSSWPPP - PROPOSED CONDITIONSSWPPP - DETAILSSWPPP - NARRATIVESWPPP - ATTACHMENTSSWPPP - ATTACHMENTSHYDRANT COVERAGE EXHIBITPHOTOMETRICS PLANFLOOR PLAN - LEVEL P1 - AFLOOR PLAN - LEVEL P1 - BFLOOR PLAN - LEVEL 1 - AFLOOR PLAN - LEVEL 1 - BFLOOR PLAN - LEVEL 2 - AFLOOR PLAN - LEVEL 2 - BFLOOR PLAN - LEVELS 3-4 - AFLOOR PLAN - LEVELS 3-4 - AFLOOR PLAN - LEVEL 5 - AFLOOR PLAN - LEVEL 5 - BELEVATIONS - NORTH & EASTELEVATONS - SOUTH & WESTELEVATIONS - COURTYARD NORTH & SOUTHSECTIONS - NORTH/SOUTH & EAST/WESTSHADOW STUDY - 12-21-9AMSHADOW STUDY - 12-21-10:30AMSHADOW STUDY - 12-21-12PMSHADOW STUDY - 12-21-1:30PMSHADOW STUDY - 12-21-3PMSHADOW STUDY - 06-21-9AMSHADOW STUDY - 06-21-10:30AMSHADOW STUDY - 06-21-12PMSHADOW STUDY - 06-21-1:30PMSHADOW STUDY - 06-21-3PMDJR ARCHITECTURE333 WASHINGTON AVENUE N.UNION PLAZA, SUITE 210MINNEAPOLIS, MN 55401CIVIL SITE GROUP5000 GLENWOOD AVE,GOLDEN VALLEY, MN 55422ALLOWABLE PROPOSEDNA172,476SF(ABOVE GRADE)PARKING REQUIREDPARKING PROVIDEDPARKING REQUIRED348 STALLS257 STALLS244 STANDARD3 COMPACT10 ADAPARKING PROPOSED40 LONG TERM8 SHORT TERMLEVEL P1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALGSF66,726 SF34,262 SF34,756 SF34,756 SF34,756 SF33,946 SF239,202 SFABOVE GRADE AREA0 SF34,262 SF34,756 SF34,756 SF34,756 SF34,756 SF172,476 SFLEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALAREA23,927 SF28,939 SF31,093 SF31,093 SF30,283 SF145,335 SFUNITS29 UNITS35 UNITS37 UNITS37 UNITS36 UNITS174 UNITSTABLE OF CONTENTSPROJECT DESCRIPTION AND BACKGROUNDPROJECT TEAMPROJECT DATA SUMMARYSITE AREAZONINGOWNERSHIPSHEETNO.SHEETNO.DESCRIPTIONDESCRIPTIONARCHITECTCIVIL/LANDSCAPE/SURVEYFARVEHICULAR PARKINGBICYCLE PARKINGBUILDING AREAUNIT LEVELS/RENTABLE AREAAttachment I7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaG001SITE AERIALSSITE ANALYSISSITE ANALYSIS - EXISTINGAERIAL PHOTO LOOKING NORTHWESTAERIAL PHOTO LOOKING SOUTHWESTAERIAL PHOTO LOOKING NORTHEASTAERIAL PHOTO LOOKING SOUTHEAST7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaG002ZONING & ADJACENT USESSITE ANALYSISSITE ANALYSIS - ZONING AND USESCURRENT ZONING: C (COMMERCIAL)PROPOSED ZONING: TC-PD (TOWN CENTER PLANNED DEVELOPMENT)TRANSIT MAPPRIMARY ZONING MAPOVERLAY ZONING MAPSITE(R3) HIGH-DENSITY RESIDENTIAL(C) COMMERCIALBUS STATION(R1) LOW-DENSITY RESIDENTIAL(TC) TOWN CENTER(NC) NEIGHBORHOOD COMMERCIALKEYTC-PDTCSITESITESITE7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISSURROUNDING BUILDINGSG003SITE ANALYSIS - SURROUNDING BUILDINGSThe proposed project site is located in the Broadway neighborhood, neighboring the Becker neighborhood to the immediate south and the City of New Hope the immediate west.BROADWAY NEIGHBORHOOD8. 7100 Bass Lake Rd4. 6924 Bass Lake Rd6. 7001 Bass Lake Rd3. 6918 Bass Lake Rd2. 5701 W Broadway9. 7112 Bass Lake Rd1. 7000 57th Ave NOVERLAY ZONING MAP10. 5701 Kentucky Ave N7. 7117 Bass Lake Rd5. 351 Willow BendSITE110894576327.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISEXISTING CONDITIONSG004SITE ANALYSIS - EXISTING CONDITIONSProposed site consists of a 2-level, former Wells Fargo Bank building. This site is currently ~90% impervious surface.CURRENT SITE CONDITIONS2. BASS LAKE ROAD FACING NORTHWEST TOWARD SITE1. BASS LAKE ROAD FACING NORTHWEST TOWARD SITE3. NORTH OF SITE FACING SOUTHKEY MAP2137.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISSTREET PANORAMAG005SITE ANALYSIS - STREET PANORAMABASS LAKE ROAD (FACING NORTH)57TH AVE N (FACING SOUTH)7100 BASS LAKE RD.6918 BASS LAKE RD.JERSEY AVE NJERSEY AVE N6924 BASS LAKE RD.PROJECT SITE7000 BASS LAKE RD/56TH AVE NPROJECT SITE7000 BASS LAKE RD/56TH AVE N7112 BASS LAKE RD.7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaCIRCULATIONDIAGRAMG006CIRCULATION DIAGRAM7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaG007BUILDING DATABUILDING DATA./0*$’#-&12++342 !( ! " # !! $% !& ’( ) $()* *+, , , +, , , +, , , +, , , +, , , !" , # * *+*,*+ *./0*$’#-&12++ ’)*"$+,$# $# $# ) $-!++++++’%./0*$’#-&12++! ! "#$ %# #+++*+& +./0*$’#-&12++ ’)*"$+,75 $7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542389.50N00°20'12"E S89°37'48"E 319.70S00°20'12"W 85.14N89°37'48"W 93.95S00°20'12"W 296.71N89°46'29"W 110.00N89°42'46"W 115.75S00°20'12"W7.206211199111010541010The NE Corner of the SE 1/4 of theSE 1/4 of Sec. 5, Twp. 118, Rng. 21The E Line of the SE 1/4 ofSec. 5, Twp. 118, Rng. 212600.00The W Line of the E 110 Feet of Lot 1,Block 1, Crystal State Bank AdditionEXCEPTION[9] Utility EasementPer Doc. No. 8953735TrashEnclosureBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminousParking LotBituminous DriveBituminous Parking Lot AccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcreteConcrete Concrete WalkwayConcrete WalkwayConcrete WalkwayConcrete Stepsw/ RailingConcrete Stepsw/ RailingBike RackMetal StepsConcrete StepConcrete StepConcrete StepConcreteConcrete SidewalkConcrete WalkwayConcrete SidewalkConcreteConcrete WalkwayConcrete WalkwayOverhangOverhangOverhangOverhangColumnColumnColumnColumnColumnBrick ColumnsBillboard SignBituminous Parking LotBituminous Parking LotWing WallBrick WallIron FenceBituminousParking LotTrash EnclosureIron FenceChain Link Fence[A] Chain Link FenceCrosses Property LineLandscaping RockLandscapingRockWood ChipsWood ChipsLandscaping RockLandscaping RockLandscaping RockWood ChipsWood ChipsWood ChipsConcreteWood FenceBASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W) Existing Building Existing Building1 Story Brick Sided BuildingFoundation Area = 12,008 +/- Sq. Ft.PID: 0511821420066Address: 5701 Kentucky Avenue NorthOwner: 5701 Kentucky LLCPID: 0511821420011Address: 7100 Bass Lake RoadOwner: Khallaf LLCPID: 0511821310005Address: 7112 Bass Lake RoadOwner: Bass Lake Properties LLCPID: 0511821420073 Address: 6924 56th Avenue North Owner: 6924 LLC PID: 0511821420074 Address: 6918 56th Avenue North Owner: Schumeister Pro Holdings LLC PID: 0511821420075 Address: 6918 56th Avenue North Owner: Schumeister Pro Holdings LLCPID: 0511821420032Address: 7000 56th Avenue NorthPID: 0511821420067Address: 7000 56thAvenue North104.3 46.730.745.724.78.138.48.036.726.4 0.271.225.1 0.426.0 26.9PARCEL 1PARCEL 2DESCRIPTION OF PROPERTY SURVEYEDParcel 1:Lot 1, Block 1, Crystal State Bank Addition, according to the recorded plat thereof, Hennepin County, Minnesota, except that part described as follows:All that part of the easterly 110 feet of Lot 1, Block 1, Crystal State Bank Addition, according to the plat thereof on file and of record in the office of the County Recorder in and forHennepin County, Minnesota, which lies southerly of a line drawn parallel with and distant 42 feet northerly of the following described line: Commencing at the northeast corner of theSoutheast Quarter of Southeast Quarter of Section 5, Township 118, Range 21; thence run westerly at an angle of 90 degrees 43 minutes 13 seconds (when measured from north towest) from the east line of said Southeast Quarter; for a distance of 2600 feet and there terminating.(Abstract Property)Parcel 2:Outlot A, Palmer Addition, according to the recorded plat thereof, Hennepin County, Minnesota.(Abstract Property)GENERAL SURVEY NOTES1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the rim of the sanitary manhole located in the intersection of 57th Avenue North and Kentucky Avenue North, asshow hereon. Elevation = 872.16.3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utilitycompanies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities forthis site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailedinformation is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilitieslocated on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2. Site Address: 7000 56th Avenue North, Crystal, Minnesota 55428.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0211F,effective date of November 4, 2016.4. The gross land area is 95,093 +/- square feet or 2.183 +/- acres.7. (a) Exterior dimensions of buildings at ground level as shown hereon.(b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon.8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observe all sitefeatures located on the subject property.9. The number of striped parking stalls on this site are as follows: 85 Regular + 4 Handicap = 89 Total Parking Stalls.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Guaranty Commercial Title, Inc. as agent for Old Republic National TitleInsurance Company, File No. 70055, dated August 24, 2025.We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-8 are not survey related.b. The following are numbered per the referenced Title Commitment:[9]. Utility easement(s) over the Land in favor of City of Crystal, as created in Document No. 8953735. (as to Parcel 1)Document creates a utility easement located along the south line of the subject property, as shown hereon.2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A]. Chain link fence crosses the west line of the subject property, as shown hereon.ALTA CERTIFICATIONTo: Wells Fargo, N.A., a national banking association; RVB, LLC, a Minnesota limited liability company; Guaranty Commercial Title, Inc.; and Old Republic National Title InsuranceCompany:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land TitleSurveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof.The fieldwork was completed on 10-6-2025.Dated this 9th day of October, 2025.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7000 56th Avenue North Crystal, Hennepin County, Minnesota 55428 PROJECTPROJECT NO.: 25379.00COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.10-9-2025NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYBS/TL/MGDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUB60153001530SCALE IN FEET1834 East 38th Street, Minneapolis, MN 55407 Yellow Tree Development 7.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC0.0TITLE SHEET7000 56TH STREETCRYSTAL, MINNESOTASITE LOCATIONSITE LOCATION MAPNISSUED FOR: CITY SUBMITTAL - Rev 1PROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMDEVELOPERYELLOW TREE DEVELOPMENT, LLC1834 EAST 38TH STREETMINNEAPOLIS, MN 55407ROBB LUBENOW612-275-7210PROPERTY OWNERARCHITECTDJR ARCHITECTURE333 N WASHINGTON AVE #210MINNEAPOLIS, MN 55401ARON JOHNSON206-307-6023AJOHNSON@DJR-INC.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERTBDTBDREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMSHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETC0.1 PROJECT NOTESC1.0 REMOVALS PLANC2.0 SITE PLANC2.1 TURNING MOVEMENTC3.0 GRADING PLANC4.0UTILITY PLANC5.0 CIVIL DETAILSC5.1 CIVIL DETAILSC5.2 CIVIL DETAILSC5.3 CIVIL DETAILSL1.0LANDSCAPE PLANL1.1LANDSCAPE PLAN NOTES & DETAILSSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2 SWPPP - DETAILSSW1.3SWPPP - NARRATIVESW1.4 SWPPP - ATTACHMENTSSW1.5 SWPPP - ATTACHMENTS1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT ISSHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITYSERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSIONAND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINALGRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THECLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITEGROUP HAS ISSUED FINAL, FULLY-APPROVED AND STAMPED PLANS AND SPECIFICATIONS. THECLIENT ACKNOWLEDGES THAT ALL PLANS ARE SUBJECT TO SUBSTANTIAL REVISION.CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE MOST RECENT ISSUANCE OF PLANS FORCONSTRUCTION PURPOSES.6. PLAN SET IS NOT USABLE FOR CONSTRUCTION UNTIL PLANS HAVE BEEN FULLY APPROVED ANDSTAMPED BY THE REQUIRED REVIEWING AUTHORITIES AND NO ADDITIONAL REVIEWS AREREQUIRED.7.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC0.1PROJECT NOTESCITY OF CRYSTAL REMOVAL NOTES:1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.CITY OF CRYSTAL GRADING NOTES:1. RESERVED FOR CITY SPECIFIC GRADING NOTES.CITY OF CRYSTAL UTILITY NOTES:1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.OPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONCITY OF CRYSTAL SITE SPECIFIC NOTES:1. RESERVED FOR CITY SPECIFIC SITE NOTES.Know what'sbelow.before you dig.CallRREMOVAL NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FORCONSTRUCTION STORM WATER MANAGEMENT PLAN.3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE INACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITYOWNER PRIOR TO CONSTRUCTION ACTIVITIES.5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THEDRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENTCONNECTIONS.6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITELOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ONTHE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BEPROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITSUNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THEGENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITIONAND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THEDRAWINGS.10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BEALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANYWORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAINWRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTIONACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTINGUTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVEDBY THE CITY PRIOR TO CONSTRUCTION.13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TOPROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORKHOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY ANDINSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINTTHROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OFADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIORTO CONSTRUCTION ACTIVITIES.15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THEREQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOTBE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BYTHE CITY.16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OFTHE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVEAND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THEPROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN AMANNER AS REQUIRED BY THE CITY.18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIEDAND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATEONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TOBEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTINGAND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTSFOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION,DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKELAYOUT FOR APPROVAL.3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICALREPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS &ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS,AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TOINSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACEOF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION ANDSHALL BE AS SHOWN ON THE DRAWINGS.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOFABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THEOWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLYAPPROVED.9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDINGAREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTERPERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE.ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTEDOR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREASAND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESSNOTED OTHERWISE.16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAILSHEETS FOR PAVEMENT SECTIONS.18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGNPLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY INFIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIORTO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURBSTAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IFTHIS PROCEDURE IS NOT FOLLOWED.20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALLBE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS ANDADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANYDEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLEFOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEETTOLERANCE/ADA REQUIREMENTS.GENERAL GRADING NOTES:1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTIONBY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT"100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTINGMATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL,SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTIONAT NO COST TO THE OWNER.3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITEDTO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITHTHE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BYTHE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLREQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THEPUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR ISRESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONALPOLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMITREQUIREMENTS OF THE CITY.7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2%MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATERTHAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THEDURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHEDSURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTSWHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THATHAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BYWATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREETAND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLETRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THESOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THESOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THEREQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANYUNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED INTHE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHAREQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS ANDTRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINTWHERE MEASUREMENT IS MADE.17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS.TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18. MAINTENANCE18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, ANDKEEP AREA FREE OF TRASH AND DEBRIS.18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THEWARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDEDAND MULCHED.18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, ANDCOMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL UTILITY NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THEPLANS.4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALSAND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5'OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BESUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE INACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONSARE INCIDENTAL.10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALLWATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATIONTO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEETOF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES,UNLESS OTHERWISE NOTED.12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE INACCORDANCE WITH CITY STANDARDS AND COORDINATED WITHTHE CITY PRIOR TO CONSTRUCTION.13. CONNECTIONS TO EXISTING STRUCTURES SHALL BECORE-DRILLED.14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONSWITH THE MECHANICAL DRAWINGS.15. COORDINATE INSTALLATION AND SCHEDULING OF THEINSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS ANDCITY STAFF.16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PERTHE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONSSHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDEDBY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THEREQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES,FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETSSHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OFALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTSFOR TRAFFIC LOADING.18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATEUTILITY COMPANIES.19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BEINSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONSAND REQUIREMENTS.22. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THESOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORTIN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHAREQUIREMENTS IN THE CODE OF FEDERAL REGULATIONSPERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATIONSAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. LANDSCAPE NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTEREDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALLMULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZETO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDERSAMPLES PRIOR TO INSTALLATION.5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OFNURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OFACCEPTANCE PERIOD.6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTSSHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THEPLAN SHALL GOVERN.7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPEARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2)FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6"LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND ANDOVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS.CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES ANDSHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIORTO INSTALLATION.10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTILACCEPTANCE.11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPECONTRACTOR'S ACTIVITIES.12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATEDFROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATEDATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIPCOVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THEEDGE OF PAVEMENT/BACK OF CURB.14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEMINCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMITIRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEMSHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATEWATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGEAND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK.SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEMINLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUNDFACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TOUNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGESSHALL BE BORNE ENTIRELY BY THE CONTRACTOR.6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES.EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THEPROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITHMECHANICAL PLANS.9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE ANDCAPPED.14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN ANDSQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENTFORMULATED FOR INTENDED TYPE OF CONNECTION.15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED.LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE.RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY ATVALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACHVALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROMCONTROLLER. LABEL OR COLOR CODE ALL WIRES.20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BYINDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOWCONTROL ON AUTOMATIC VALVE.21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.22. USE SCREENS ON ALL HEADS.23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES INAN UPDATED CONDITION.24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALLEXTENT 3" BEYOND PERIMETER OF VALVE BOX.26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVERAND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542The W Line of the E 110 Feet of Lot 1,Block 1, Crystal State Bank Addition EXCEPTIONTrash EnclosureWood FenceBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)Existing Building PARCEL 1PARCEL 2PROTECT EXISTING SIDEWALKREMOVEEXISTINGFENCE ANDFOOTINGSREMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/OR L.G.U.STANDARDSREMOVEEXISTINGSTEPSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVEEXISTINGBOLLARD, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVEEXISTINGFENCE ANDFOOTINGSREMOVE EXISTINGFENCE AND FOOTINGSREMOVE EXISTINGFENCE AND FOOTINGSFOR ALL FENCE REMOVALS ORPRESERVATIONS ON LOT LINES:CONTRACTOR SHALL CONFIRMOWNERSHIP OF FENCE PRIOR TOREMOVAL AND COORDINATE WITHADJACENT PROPERTY OWNER.REMOVE ALL EXISTING PRIVATEUTILITY SERVICES (THAT ARE NOTTO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITYSTANDARDSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALREMOVE AND SALVAGE EXISTINGPRIVATE STOP SIGN. SEE SITE PLANFOR PROPOSED LOCATIONREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURNTO CITY/OWNERREMOVE EXISTING LIGHTPOLE. RETURN TO CITYREMOVE EXISTINGLIGHT POLE.RETURN TO CITYREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVEEXISTING IRONFENCE ANDFOOTING, TYP.REMOVEEXISTING CHAINLINK FENCE ANDFOOTING, TYP.PROTECTEXISTINGCBRREMOVE EXISTINGWOOD CHIPREMOVE EXISTINGBILLBOARD SIGNREMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.REMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.CITY AS-BUILT INFORMATIONINDICATED THAT THERE MAY BE ASANITARY & WATER SERVICECONNECTION RUNNING NORTH.LOCATION IS UNCERTAIN. IF THESESERVICES EXIST. REMOVE TO THEMAIN PER CITY STANDARDS.REMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.REMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDS, COORD.W/ UTILITY CO.REMOVEEXISTINGUTILITYSERVICES PERCITYSTANDARDS,COORD. W/UTILITY CO.REMOVALS PLAN LEGEND:REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.CITY OF CRYSTAL REMOVAL NOTES:1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SHEET C0.1 FORGENERAL REMOVAL NOTESSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINE01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COM7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)319.7R8.05.013.58.5TYP.10.017.512.09.96.4 6.012.05.05.110.011.1 23.6 5.05.0 1.96.00.6 10.518.024.018.014.6 93.593.56.542.018.09.0 TYP. 34.09.076.59.0108.0 48.0 8.0 8.0 8.0 8.0 8.0 8.0 171.038.424.018.05.524.010.0 MATCH EXIST.MATCH EXIST.MATCH EXIST.CONC. WALK, PER CITY STND.CONC. WALK, PER CITY STND.CONC. DRIVE APRON, PER CITY STND.CONC. DRIVE APRON, PER CITY STND.R8.0R 8 . 0 4.6 R8.0 R3.0, TYP.R8.0R8.0 B612 C&G, TYP.BIT. PVMT. STRIPING, TYP.B612 C&G,TYP.EDGE OF UNDERGROUND PARKINGCONC. WALK, PER CITY STND.MATCH EXIST.MATCH EXIST.BIT. PVMT. STRIPING, TYP.CONC.PVMT. ,TYP.ADA PARKING SPACES,INCLUDE, STRIPING,RAMPS & SIGNAGE(2) BENCHES, SHOPDRAWINGS REQ.B612 C&G,TYP.24.0111149124198.5TYP.9.0 TYP.EXTERIOR PARKING SUMMARYPARKINGSTND. PARKING SPACES 9'X18'35LOW TURNOVER SPACES 8.5'X18'35ADA SPACES 8'X18'4TOTAL 74103.5DOG RUN W/3' WIDE X 6' HT. DOUBLEGATED ENTRANCE, W/ 6' HTORNAMENTAL STEEL FENCE, TYP.DOUBLE STACKLIMESTONE 1' HT.DOUBLE STACKLIMESTONE 1' HT., TYP.CONC. PVMT.MATCHEXIST.CONC. PVMT.DOUBLE STACKLIMESTONE 1' HT.DOUBLE STACKLIMESTONE 1' HT.BIT. PVMT. STRIPING, TYP. BIT. PVMT. STRIPING, TYP.CONC.PVMT. ,TYP.EDGE OF UNDERGROUND PARKING MATCH EXIST.MATCH EXIST.DOUBLE STACKLIMESTONE 1' HT., TYP.TRANSFORMER /GENERATOR PADREPLACE CONC. CURB &GUTTER, PER CITY STND.REPLACE CONC. CURB &GUTTER, PER CITY STND.CONSTRUCTIONLIMIT LINECONSTRUCTIONLIMIT LINECONSTRUCTIONLIMIT LINE10.55.55' D&U EASEMENTPROPERTY LINE5' D&U EASEMENTPROPERTY LINE5' D&U EASEMENTPROPERTY LINETRASH ROOMINSIDE BLDG.36.0 48.5 TYP. 8.5 TYP. 8.5 TYP. 20.5 10.0 MONUMENT SIGN, 6' HT.12.5COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSITE PLAN LEGEND:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF CRYSTAL SITE SPECIFIC NOTES:1. RESERVED FOR CITY SPECIFIC SITE NOTES.CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANSEE SHEET C0.1 FORGENERAL SITE NOTES01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMCURB TAPER7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W) 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv. (Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH (A Public R/W) 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv. (Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH (A Public R/W) Existing Building COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSEE SHEET C0.1 FOR GENERALSITE NOTESREVISION SUMMARYDATEDESCRIPTIONC2.1TURNING MOVEMENTSEE SHEET C2.0 FOR GENERALSITE NOTES & LEGEND01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR01" = 40'-0"40'-0"20'-0"N1FIRE TRUCK MOVEMENTCAR SIZE: 44'01" = 40'-0"40'-0"20'-0"N2TRASH TRUCK MOVEMENTCAR SIZE: 36'01" = 40'-0"40'-0"20'-0"N3CAR MOVEMENTCAR SIZE: 19'7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC3.0GRADING PLAN1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF CRYSTAL GRADING NOTES:1. RESERVED FOR CITY SPECIFIC GRADING NOTES.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESSOTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C0.1 FORGENERAL GRADING NOTESSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)12 LF 10" SCH. 40 PVCSTORM @ 2.00%CBMH 3RIM=873.48IE(W)=869.26IE(N)=866.5990 LF 18" HDPESTORM @ 1.00%CBMH 2RIM=873.48IE=865.6981 LF 18" HDPESTORM @ 1.00%CBMH 1RIM=873.48IE(N/S)=864.88IE(W)=869.26SUMP=860.88INSTALL SAFL BAFL9 LF 12" HDPESTORM @ 1.00%CB 21RIM=872.33IE=864.63SUMP=860.63INSTALL HOOD / SNOUT9 LF 12" HDPE STORM@ 1.00%CB 11RIM=872.33IE=868.33SUMP=864.33INSTALL HOOD / SNOUTEXISTING 12'' RCP STORM PIPE 44 LF @0.30%(FROM RECORD)(FIELD VERIFY)PROPOSE TO KEEP 24 LF OF 12'' RCP12 LF 12" SCH.40 PVCSTORM @ 2.00%STUB SANITARY SEWERTO 5' FROM BUILDINGIE @ STUB=862.82COORD. W/MECH'LEXSIT SANMH AEXIST RE=872.16EXIST IE(N)=862.22EXIST IE(E)=862.00PROP IE(S)=862.10MAKE CONNECTION TO EXISTINGSANITARY MANHOLE. CORE DRILL &RECONSTRUCT BENCH.COORD. W/ CITY36 LF 6" PVC SDR 26SANITARY SERVICE@ 2.00%TWO 45°BENDS8" FIRE DIP WATER SERVICE ANDVALVE, STUB TO WITHIN 5' FROMBUILDING, COORD. W/MECH'LUNDERGROUND INFILTRATION BASIN 1PHYDROSTOR HS290 STORM WATER CHAMBER SYSTEM120 TOTAL CHAMBERS (12 ROWS BY 10 COLUMNS)58.3'x92.1' FOOTPRINT (INCL. ROCK)12" SIDE & END STONE12" STONE COVER & 9'' STONE BASE8.5" STONE SEPARATIONSTONE IE=863.79CHAMBER IE=864.54CHAMBER TOP=869.50STONE TOP=870.50OE (9'' ORIFICE)=867.29OUTLET ELEVATIONS (SEE DRAWING, OUTLET CONTROLSTRUCTURE & DETAILS)WQL (MPCA)=XXX.XX100-YR HWL=XXX.XXEOF=872.83SYSTEM CAPACITY BELOW OUTLET ELEVATION≈12,929TOTAL SYSTEM CAPACITY≈22,196(SEE DETAIL AND SHOP DWGS)MIN GRADE OVER SYSTEM ≈ 872.4REPLACE EXISTING CBCASTING WITH NEW CASTINGPER CITY STANDARDS. EXISTRE=874.32PROP RE=874.32STUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50CONSTRUCT OCS OVEREXISTING 12'' RCP STORM.MAKE CONNECTION TOEXISTING 12'' RCP STORMOCS 31RIM=872.71IE(N)(EXISTING PIPE) ≈ 867.04IE(S)=BOT OF CHAMBER(FROM RECORD)(FIELD VERIFY)9'' ORIFICE IN WEIRWALL=867.29CONSTRUCT WEIR WALL IN MH.SEE DETAIL(INLET STRUCTURE #1) 27'' DIA PVC STRUCTUREW/ 4' SUMP. SHOP DRAWINGS REQ'DRIM≈872.50IE(NW)=868.24IE(S)(24'' GOLDFLO)=BOT OF CHAMBERIE(E)(15'' GOLDFLO)=TOP OF CHAMBERSEDIMENT ROWSEE SHOPSSEDIMENT ROWSEE SHOPSSCOUR PROTECTION.SEE SHOPS15'' GOLDFLO STORM W/ FITTINGS.TOP OF CHAMBER. EQUALIZINGMANIFOLD. SEE SHOPS24'' GOLDFLO STORM W/ FITTINGS.BOT OF CHAMBER. EQUALIZINGMANIFOLD. SEE SHOPS(INLET STRUCTURE #2) 27'' DIA PVCSTRUCTURE W/ 4' SUMP. SHOPDRAWINGS REQ'DRIM≈873.89IE(N)(15'' GOLDFLO)=TOP OF CHAMBERIE(W)(24'' GOLDFLO)=BOT OF CHAMBER4'' INSPECTION PORT4'' INSPECTION PORTINLET=BOT OFCHAMBER17 LF 24" GOLDFLOSTORM @ 0.00%OUTLET=BOT OFCHAMBERCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALCONTRACTOR SHALL COORDINATEALL THE UTILITY SERVICES WITHBOTH THE CIVIL AND MECHANICALPLANS PRIOR TO CONSTRUCTION.12INLET=BOT OFCHAMBER17 LF 24'' GOLDFLOSTORM @ 1.00%STUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50HYD. & GV PERCITY STANDARDS3456MAKE WET TAP CONNECTIONTO EXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITY6'' DIP8" DOMESTIC DIP WATER SERVICEAND VALVE, STUB TO WITHIN 5'FROM BUILDING, COORD.W/MECH'L56MAKE WET TAP CONNECTIONTO EXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITYWat. Serv. (Per Rec.)BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)TWO 45°BENDSMAKE WET TAP CONNECTIONTO EXISTING 24" PCCPWATER MAIN(PERRECORD)(FIELD VERIFY),COORD. WITH CITY8" FIRE DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROMBUILDING, COORD. W/MECH'L56COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERUTILITY PLAN LEGEND:CITY OF CRYSTAL UTILITY NOTES:1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C0.1 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR01" = 10'-0"10'-0"5'-0"N1WATER SERVICE SW CONNECTION ENLARGEMENTNTSSEE WATERSERVICE SWCONNECTIONENLARGEMENTFOR MOREDETAILS7.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONEXPANSION JOINT SEALANT DETAILSN T SNOTES:1. SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2. TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPE SEENOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIAL SEENOTE 1WD TTWD POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1T WDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT46" 3'-6" 3'-6" 60"-66" FROM PAVEMENT TO BOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE7BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY X"X" X"HEAVY DUTY X"X" X"FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/42WALKS5"6"CONC. PVMT.X"X"DOWELED JOINT BETWEEN TWO PAVEMENTSN T S"D" - DENOTES DOWEL DIAMETER"T" - DENOTES PAVEMENT THICKNESSNOTES:1. EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWELMAY BE USED.2. USE THICKENED EDGE ON NEW PAVEMENT WHENEXISTING PAVEMENT HAS THICKENED EDGE.DRILL & GROUT DOWELEPOXY COATEDDOWEL SCHEDULEDOWEL SIZE DIA. LENGTHSPACING8" OR LESS34"16"12" 0.C.9" - 11"1"16"12" 0.C.12"-15"1-1/4"20"15" O.C.16" OR MORE1-1/2"20"18" O.C.16" OR MORE1-1/2"22"24" O.C."T""T"/2 +/- "D"/2PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE,SEE PLANEXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURBOR OTHER CONC. STRUCTURE, SEE PLAN3N T SB-612 CONCRETE CURB AND GUTTER7" 13 1/2" 6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS5N T SB-618 CONCRETE CURB AND GUTTER7" 13 1/2" 6"FINISHED GRADEFINISHED GRADE1/2" RADIUS6"8"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS18"3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6ACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1. ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT & SIGNAGE.2. VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT4. ALL PAINT COLORS MUST CONFORM TO STATEAND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLECURB TAPER (VARYINGLENGTH), SEE SITE ANDGRADING PLANADJ. SIDEWALKHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKINGSIGN CENTEREDAT HEAD OFSPACE ONCENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITY CODE TRUNCATEDDOMESSEE SITE PLANFOR REQUIREDDIMENSIONSDIRECTIONAL SLOPEARROW, SEEGRADING PLANSLOPEDWALK/RAMP,SEE SITE ANDGRADING PLANHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 6" MIN. AND 8' MAX. FROM FACEOF CURB, TYP. ENSURE MIN. 36" WALKAREA BEHIND AND AROUND SIGNLOCATIONACCESSIBLE CURB RAMP-SEE SITE, GRADING &DETAILS87.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION8"AS REQUIREDGATE VALVE BOXN T SADJUST TOP TO 1/2" BELOW FINISHEDPAVEMENT GRADE OR 1" BELOWFINISHED TURF GRADE. SET SO AS TOPROVIDE 12" OF UPWARDADJUSTMENT.CONCRETE THRUST BLOCKWATERMAINGATE VALVEREFER TO DRAWINGSFOR SIZESVALVE BOXFINISH GRADECOVER SHALL BESTAMPED WITH "WATER"1NOMINALFITTINGSIZE (IN.)TEE,WYE,PLUG ORCAP90° BEND,PLUGGEDCROSSTEE PLUGGED ONRUN45° BEND22.5°BEND11.25°BEND41.01.41.91.41.0--62.134.331.61-63.85.37.65.42.91.51.0105.98.411.88.44.62.61.2128.512.0 17.0 12.06.62.41.71411.5 16.3 23.0 16.38.94.62.31615.0 21.3 30.0 21.3 11.66.03.01819.0 27.0 38.0 27.0 14.67.63.62023.5 33.3 47.0 33.3 18.19.44.72434.0 48.0 68.0 48.0 26.2 13.66.8BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POUREDAGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT ANDACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARINGAT FITTING SHALL BE AS INDICATED ABOVE,ADJUSTED IF NECESSARY, TO CONFORM TO THETEST PRESSURE(S) AND ALLOWABLE SOIL BEARINGSTRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKINGDETAILS SHOWN ON PLANS TAKE PRECEDENCEOVER BEARING AREAS AND BLOCKING DETAILSSHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TESTPRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOILBEARING STRESS OF 2000 POUNDS PER SQUAREFOOT. TO COMPUTE BEARING AREAS FORDIFFERENT TEST PRESSURES AND SOIL BEARINGSTRESSES, USE THE FOLLOWING EQUATION:BEARING AREA = (TEST PRESSURE/150) X (200/SOILBEARING STRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSPLUGGED TEEPLUG OR CAPTHRUST BLOCKN T S1/4" PLYWOOD OVER FACE OF BOLTSEACH AREA IS 1/2 OFTABULATED AREAA2A127.5' MINIMUM 2.0'7.5' MIN. COVERFIRE HYDRANTN T S1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHYLENE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODS4" X 4"VERTICALBLOCK6" GATE VALVEMECH. JOINTS6" DIP LEADTEE4" X 4"THRUSTBLOCKFINISH GRADETRAFFIC FLANGE 2"ABOVE GRADEREFER TO DETAILHYDRANT, HEIGHTVARIESHYDRANT MARKER8" CONCRETETHRUST BLOCKS3PIPE BEDDING - PVCN T S"BC" DENOTES OUTSIDEDIAMETER OF PIPECOARSE FILTERAGG. (MNDOTSPEC. 3149HMODIFIED)MINIMUM2D+BC+12"D VARIABLEPIPE FOUNDATION & BEDDING IN GOOD SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILSMIN.=BC+12BCBC"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLGRANULAR BORROW (MNDOT SPEC. 3149A MODIFIED) 6"12"COMPACTEDBACKFILLBEDDINGFOUNDATION 12"6"5PIPE BEDDING - RCP & DIPN T SLOAD FACTOR 1.5CLASS C-1HAND SHAPED FROM FIRSTUNDISTURBED SOILLOAD FACTOR 1.5CLASS C-2HAND SHAPED FROMANGULAR BEDDING MATERIAL"BC" DENOTES OUTSIDEDIAMETER OF PIPE"BC" DENOTES OUTSIDEDIAMETER OF PIPE"BC" DENOTES OUTSIDEDIAMETER OF PIPELOAD FACTOR 1.9CLASS BHAND SHAPED FROM ANGULARBEDDING MATERIALLOAD FACTOR 2.3CLASS ACONCRETE BACKFILL TO0.5 OF OUTSIDE DIAMETERWITH SHAPED BEDDING.COMPACTED BACKFILLBC/4 BUT NOT LESS THAN 6" 6"BC0.5BCBC+12" MIN.COURSE FILTER AGGREGATEMNDOT SPEC. 3149H MOD.COMPACTED BACKFILL"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLBC0.5BCBC+12" MIN.6"BC0.5BC BC/4 BUT NOT LESS THAN 6" 12"BC+12" MIN.COURSE FILTER AGGREGATEMNDOT SPEC. 3149H MOD.COMPACTEDBACKFILLBC0.5BC0.5BCBC+12" MIN.6"2000# CONCRETE618"MIN.1 2"11 2"27"112"16" O.C.BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLABREINFORCED WITH 6" x 6" 10/10 MESH3 16" VARIABLE 1'- 8" MAX.CLFLOWFLOWSANITARY SEWER MANHOLEN T SRUBBERBOOTSLOPE AT 2 IN./FT. (TYP)RUBBER BOOTRUBBER GASKET - TYPAT ALL JOINTSSTEPS ON DOWNSTREAM SIDEPRECAST CONCRETE CONE SECTIONMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPECOVER SHALL BE STAMPED "SANITARY SEWER"SLOPE @ 2IN./FT.(TYP)GROUT TO 1/2 PIPE47.1 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.2CIVIL DETAILS1. PRIOR TO INSTALLATION OF UNDERGROUND SYSTEMS, CONTRACTOR SHALL HAVEA MEETING WITH THE INSTALLER, THIRD PARTY INSPECTOR, PROJECTSUPERINTENDENT, AND DSI INSPECTOR.2. PVC LINER SHALL BE INSTALLED PER "MPCA PVC LINER GUIDELINES".3. PVC LINER SHALL MEET MINIMUM REQUIREMENTS OF ASTM STANDARD D7176.4. ALL SEAMING OF PVC PANELS SHALL BE MADE ACCORDING TO THEMANUFACTURER'S RECOMMENDATIONS. SEAM STRENGTH SHALL MEET THEFOLLOWING:PROPERTYTEST METHODVALUEBONDED SEAM STRENGTH ASTM D3083 55.2(BREAKING FACTOR, PPI WIDTH)PEEL ADHESION (LBS/IN. MIN.) ASTM D413 105. EFFECTIVE SEAMS AND SEALS AROUND PIPES PENETRATING THROUGH THE LINERIS CRITICAL TO PREVENTING LEAKS. BOOTS AROUND PIPE PENETRATIONS SHALLBE OF THE SAME MATERIAL AND THICKNESS AS THE SPECIFIED LINER.MANUFACTURER'S RECOMMENDATIONS FOR ATTACHING BOOT TO THE PIPE ANDSEAMING THE BOOT TO THE LINER SHALL BE FOLLOWED. WHEN STAINLESS STEELPIPE BANDS ARE USED TO CLAMP THE BOOT TO THE PIPE, THE STRAPS SHALL NOTBE PLACED IN DIRECT CONTACT WITH THE PIPE BOOT MATERIAL. A NEOPRENEGASKET, OR OTHER MATERIAL SPECIFIED BY THE MANUFACTURER SHALL BEPLACED BETWEEN THE LINER AND THE PIPE BAND.6. SUBGRADE SOILS SURROUNDING THE LINER SHALL BE INORGANIC, FREE OF ALLROCKS, STONES, STICKS AND DEBRIS OF ANY KIND.TESTING REQUIREMENTS SHALL BE AS FOLLOWS:1. ALL SEAMS AND PIPE PENETRATIONS SHALL BE INSPECTED PRIOR TOBACKFILLING PER MPCA PVC LINER GUIDELINES.2. ONCE INSTALLED, CONTRACTOR SHALL PERFORM A FLOOD TEST OF THEUNDERGROUND SYSTEM. SYSTEM SHALL BE FILLED WITH WATER TO THE TOP OFTHE PIPE. ONCE EQUILIBRIUM HAS BEEN REACHED, THE WATER LEVEL SHALL NOTDROP FOR A PERIOD OF 1 HOUR.3. ALL TESTING SHALL BE INSPECTED BY THE THIRD PARTY INSPECTOR FOR THEPROJECT AND THE DSI INSPECTOR.UNDERGROUND STORM SYSTEM NOTES:GROUT UPSTREAM SIDE OFWEIR WALL UP TO LOWESTOPENINGCONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=867.0415" GOLD FLO INLETELEV=867.29RIM ELEV=872.71SEE UTILITYPLAN FORSIZEDEPTH VARIES, SEE UTILITY PLANBASES SHALL BE 8"STANDARD PRECAST WITH2" LEAN GROUT, ORPOURED 8" SLABREINFORCED WITH 6"X6"10/10 MESHSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5ADJUSTING RINGS. GROUTBETWEEN RINGS, CASTING,AND ALONG OUTSIDE.METAL SEWER CASTINGREFER TO STRUCTURESCHEDULE FOR TYPE"RIM ELEVATION"PRECAST COVER - 8" THICKPRECAST CONCRETE SECTIONRUBBER GASKET - TYP. AT ALL JOINTSWEIR WALL, SEE CROSSSECTION FOR DETAILSSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZES#4 @ 12"HORIZONTAL#4 @ 12"VERTICAL4'SECTION A-ACONCRETE BAFFLE WALLTOP ELEV. = 868.549" DIA. ELEV. = 867.29ELEV.=BOT. OF MHNOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING.2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE.ALL DOGHOUSES SHALL BEGROUTED ON INSIDE ANDOUTSIDE. ALL GROUTING SHALLBE NON-SHRINKING CEMENT"W" * WALL CONSTRUCTIONSHALL BE CLASS II PRECASTPIPE, MNDOT STANDARDPLATE NO. 3000L17.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.3CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542Concrete SidewalkConcrete SidewalkConcrete WalkwayConcreteBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)25% ACHILLEA 'CORONATION GOLD'25% LIATRIS 'FLORISTAN WHITE'50% SYMPHYOTRICHUM 'BLUEBIRD'50% PENNISETUM 'HAMELN'50% AGASTACHE FOENICULUM50% SCHIZACHYRIUM 'JAZZ'25% ECHINACEAE 'WHITE SWAN'25% ERYNGIUM 'BIG BLUE''SKYLINE'HONEY LOCUST'EXCLAMATION'PLANE TREESWAMP WHITE OAK'PRINCETON SENTRY' GINKGOTUPELOBGBOXWOOD HEDGE4' HTRGLO-GRO SUMACGROUNDCOVERROCK MULCHNO MOW GRASSDROUGHT TOLERANTFESCUE MIXPEMUGO PINE ~3FT HT[WINTER INTEREST / STRUCTURECAREDTWIG DOGWOOD HEDGE4' HTCAREDTWIGDOGWOODHEDGE4' HTJMJUNIPER SHRUB4' TALLROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPDOG PARK MULCHEDGING, TYP.5 - GI2 - PMBGBOXWOOD HEDGE4' HTJHJUNIPER HEDGE10' TALL7 - NSRGLO-GRO SUMACGROUNDCOVER4 - PP'PRAIRIE GOLD'QUAKING ASPEN5 - QBPEMUGO PINE ~3FT HT[WINTER INTEREST / STRUCTURECAREDTWIG DOGWOODHEDGE4' HT5-GPSYMBOLQTYCOMMON / BOTANICAL NAMEGROUND COVERS1,429 sfSYLVA SOFTSTEP EQUIV. / DOG PARK MULCH7,169 sfPrairie Nursery / No Mow Lawn Seed Mix1,436 sfROCK MAINTENANCE STRIP*L1.0LANDSCAPE PLANCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND,INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER),CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN(STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVEBEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THEPLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESLANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARKGREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCESPER MANUF. INSTALL PER MANUF. INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING SCHEDULESEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLANPLANTING SEASON SCHEDULESEASONCONIFEROUSDECIDUOUSREMARKSSPRING PLANTING APRIL 15 - JUNE 15APRIL 15 - JUNE 15FALL PLANTINGAUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.SEE SHEET C0.1 FORGENERAL LANDSCAPE NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRMULCH SCHEDULEAREAMULCH TYPEEDGING FABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1MAINT. STRIP AT BUILDING FOUNDATION 1.5" DECORATIVE SCREENED ROCK/STONE AS SHOWN YESINSTALLED 3" DEEP OVER GEOTEXTILEFABRIC. PROVIDE EDGING AS SHOWN ONLANDSCAPE PLAN.DOG PARK MULCH4" DEPTH, SHREDDED WOOD, SEEREMARKSYESYESORGANIC MULCH SPECIFICALLY FOR USEIN DOG PARKS OR PLAYGROUNDS. SHALLKNIT TOGETHER TO FORM MATTED,ACCESSIBLE SURFACE. (I.E. SYLVASOFTSTEP, SET, INC. PLAYGROUND, OREQUIVALENT), PROVIDE SHOPDRAWINGS/DATA SHEETS FOR REVIEW.SEED AREASNANANANOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALSTREE INVENTORY NOT REQUIREDTHERE ARE NO TREES OVER 12" DBH ON SITE7.1 CODE COMMON / BOTANICAL NAMEQTYCONT NATIVE PLANTS POLLINATOR FRIENDLYTREESGP Princeton Sentry® Maidenhair Tree / Ginkgo biloba 'PNI 2720'53.5" CAL. B&BNNGI Skyline® Honey Locust / Gleditsia triacanthos inermis 'Skycole'52.5" CAL. B&BYYNS Tupelo / Nyssa sylvatica72.5" CAL. B&BYYPMExclamation!™ London Plane Tree / Platanus x acerifolia 'Morton Circle'23" CAL. B&BNYPPPrairie Gold® Quaking Aspen / Populus tremuloides 'NE Arb'42.5" CAL. B&BYYQB Swamp White Oak / Quercus bicolor53" CAL. B&BYYCODE COMMON / BOTANICAL NAMEQTYSIZE NATIVE PLANTS POLLINATOR FRIENDLYSHRUBSBG2 Green Mountain Boxwood / Buxus x 'Green Mountain'1107 GAL.NNCA Dwarf Red Twig Dogwood / Cornus sericea 'Alleman's Compact'1555 GAL.YYJHHetzi Column Juniper / Juniperus chinensis 'Hetzii Columnaris'157 GAL.NNJMManey Juniper / Juniperus chinensis 'Maneyi'95 GAL.NNPEEnci Mugo Pine / Pinus mugo 'Enci'893 GAL.NNRG Gro-Low Fragrant Sumac / Rhus aromatica 'Gro-Low'672 GAL.YYPLANT SCHEDULESYMBOLQTYCOMMON / BOTANICAL NAMESIZEGROUND COVERS7,169 sfPrairie Nursery / No Mow Lawn Seed Mix---** DROUGHT TOLERANT MIX OF:HARD FESCUE (FESTUCA BREVIPILA, F. LONGIFOLIA)SHEEP FESCUE (FESTUCA OVINA)CHEWINGS FESCUE (FESTUCA COMMUTATA)RED FESCUE (FESTUCA RUBRA)CREEPING RED FESCUE (FESTUCA RUBRA, SUBSP. RUBRA)L1.1LANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERREVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallRDRAWN @ ? sizePERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT3DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALSHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENT4THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALTREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH NYLON STRAPPING WITHGROMMETS. ALTERNATE STABILIZING METHODS MAY BEPROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENT5FINISHED GRADE18" - VERIFY W/ PLANDRAWN @ ? sizeAGGREGATE MAINTANENCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDESAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIORTO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDCOMPACTED SUBGRADE1FINISHED GRADE18" - VERIFY W/ PLANDRAWN @ ? sizeSHREDDED MULCH MAINTANENCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF SHREDDED CYPRESS MULCH ASSPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC ASSPECIFIEDCOMPACTED SUBGRADE27.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)PID: 0511821420032Address: 7000 56th Avenue NorthPID: 0511821420067Address: 7000 56thAvenue NorthINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR7.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542Bituminous Parking LotBituminous Parking Lot AccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcrete WalkwayBituminous Parking LotBituminous Parking Lot BituminousParking LotConcreteBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)INLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPPERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEINLET PROTECTION ATPROPOSED CATCH BASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.1SWPPP - PROPOSEDCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:SWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EX. 1' CONTOUR ELEVATION INTERVAL112501" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR7.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTIONFLOW24" 24" 24"MIN. 6"6"SEDIMENT FENCEN T SFILTER FABRIC WITHWIRE SUPPORT NETAS SPECIFIED.METAL POSTAS SPECIFIED.SUPPORT NET: 12 GAUGE4"X4" WIRE HOOKED ONTOPERFORMED CHANNELSON POSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS8'-0" O.C. MAX.CARRY WIRESUPPORT NETDOWN INTOTRENCHANCHOR FABRICWITH SOIL, TAMPBACKFILLFILTER FABRIC ASSPECIFIED SECURETO WIRE SUPPORTNET WITH METALCLIPS 12" O.C.2TYPICAL STAPLE #8GAUGE WIRE1 1/2"10"NOTE:1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL.EROSION BLANKETN T SPLACE STAPLES 2 FEET APART TO KEEPMATTING FIRMLY PRESSED TO SOIL.'D' EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH AND TAMPED.DOUBLE ROW OF STAPLES'C' OVERLAP: BURY UPPEREND OF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OF TOPSTRIP 4" AND STAPLE'B' TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES, 10"SPACING, 4" DOWN FROM TRENCH'A' BURY THE TOP END OF THE MATTINGIN A TRENCH 4" OR MORE IN DEPTH'E' OVERFALL5PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY.2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOUNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TOTHE LENGTH OF THE ENTRANCE.3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA 30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35' R .35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE6FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLYDECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITECONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.3NOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC1= DIRECTION OF SURFACE FLOWPLANINLET PROTECTION ROCK FILTERN T SPROPOSED FUTURE CURBAGGREGATEBASE1 12" WASHEDGRAVEL FILTERAGGREGATE BACKFILLSTEEL PLATEIN PLACECATCHBASIN8-12" MINIMUMDEPTH47.1 SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THEPROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALLDETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THEMPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1. THE FINAL SWPPP;2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G.,NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G.STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE(1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb. NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.REVISION SUMMARYDATEDESCRIPTIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING COMMERCIAL BANK AND PARKING LOTS INTO A FIVE STORYMULTI-FAMILY HOUSING BUILDING WITH UNDERGROUND PARKING, SURFACE PARKING, OUTDOOR AMENITY SPACES,DOG PARK AND PUBLIC REALM IMPROVEMENTS. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS AS THERE ARE NO WATER BODIES ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO MEADOW-LAKE - MEADOW-LAKE IS IDENTIFIED AS ANIMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEADOW-LAKE IS IMPAIRED FORNUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONEMILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE ASFOLLOWS:1. DURING CONSTRUCTION:A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 1/3/2025EXPIRATION: 5/31/20287.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.4SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHERTREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVEOR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATERPOND)?YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESS 7000 56TH AVENUE NORTH CITY/TOWNSHIP CRYSTALSTATE MINNESOTACOUNTY HENNEPINZIP CODE 55428PROJECT SIZE 2.2 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT45.055170736235446, -93.36938680505858METHOD OF LAT/LONG COLLECTION ONLINE TOOLPROJECT TYPERESIDENTIALIMPERVIOUS SURFACES (ACRES)EXISTING1.8PROPOSED1.8DIFFERENCE0.1ESTIMATED CONSTRUCTION TIMELINESTARTFALL 2026ENDSPRING 2027CONSTRUCTION ACTIVITYFIVE STORY MULTI-FAMILY HOUSINGBUILDING WITH UNDERGROUND PARKING,SURFACE PARKING, OUTDOOR AMENITYSPACES, DOG PARK AND PUBLIC REALMIMPROVEMENTS. SITE, GRADING, UTILITYAND LANDSCAPE IMPROVEMENTS WILLOCCUR.SOIL TYPESSAND SOILSMAP UNIT SYMBOLMAP UNIT NAMED64BURBAN LAND-HUBBARDCOMPLEX, MISSISSIPPIRIVER VALLEYU4AURBANLAND-UDIPSAMMENTS (CUT& FILL LAND) COMPLEXRECEIVING WATER BODIESWATER BODY ID NAME OF WATER BODY WATER BODY TYPESPECIAL WATER (Y/N) IMPAIRED WATER (Y/N)127-0057-00MEADOWLAKENYSITE LOCATION MAP -EROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G.,WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. INLET PROTECTIONS WILL BE INSTALLED AT ALL INLETS ON SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):N/A, NO STORMWATER CONVEYANCE CHANNELS ON SITE.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOILSTABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD.5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)THERE ARE NO PIPE OUTLETS ON PROJECT SITE.6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED.7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER.THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASEDFOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTERCONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE.8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS,HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TOSPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE. INLET PROTECTION WILL BE INSTALLED AT ALL INLETS ONSITE.2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY.3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS.4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED.7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:NO SURFACE WATER IS AFFECTED BY THE PROJECT.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL ORIMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/A7.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.5SWPPP - ATTACHMENTSATTACHMENT C - CHAMBERFACILITY MANAGEMENT SCHEDULE1. ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORM WATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUSTBE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALLACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORM WATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS,INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATIONREMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANYSTRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.2. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURINGTHE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTERRAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER ANDDEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION ISREMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENTHAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCEMUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT ANDTHAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NOEROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION.MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOILCOMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT).3.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS AREIN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NREVISION SUMMARYDATEDESCRIPTION7.1 Checked By:Revisions# Date CommentsDate:11/24/202536x44These drawings are for conceptual use only and are notintended for construction. Fixture runs and quantitiesshould be verified prior to order. Values representedare an approximation generated from manufacturersphotometric inhouse or independent lab tests with datasupplied by lamp manufacturers.7000 56th AveCrystal, MNDrawn By: Joe FreySales Agent: Steve HahnAs ShownLS952-4358-2Scale: 1 inch= 20 Ft.P1MH = 25ftMH = 25ftP1RMH = 12ftRMH = 12ftRMH = 12ftRMH = 12ftRMH = 12ftMH = 25ftP1R1MH = 10ftR1MH = 10ftMH = 12ftWP12CYLMH = 8ft CenterCYLMH = 8ft CenterCYLMH = 8ft CenterCYLMH = 8ft CenterMH = 8ft CenterCYLCYLMH = 8ft CenterMH - 1ft BottomCYL-UPMH - 1ft BottomCYL-UPCYL-UPMH - 1ft BottomMH - 1ft BottomCYL-UPMH = 25ftP1P2AMH = 25ft0.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.10.00.00.00.00.10.10.20.30.20.00.10.20.40.60.60.10.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.50.70.60.50.30.20.10.50.10.60.60.50.40.40.20.40.20.20.00.00.00.00.20.30.10.20.10.10.10.00.10.10.11.30.20.20.10.10.10.10.10.30.10.10.30.40.50.10.10.40.50.10.10.10.00.00.10.10.10.00.00.10.10.10.10.00.10.10.10.01.70.33.04.92.32.54.92.03.90.14.54.83.72.00.80.13.64.00.82.23.21.90.25.32.20.80.30.30.30.30.61.22.94.5 3.57.20.43.36.30.00.10.10.10.10.10.20.30.37.12.00.14.14.63.62.00.80.20.26.74.60.13.80.20.70.00.51.84.24.53.71.90.70.04.72.10.21.22.12.52.31.60.90.00.21.02.22.10.01.50.90.00.11.42.73.12.71.80.91.84.80.81.11.01.21.62.32.20.01.12.53.54.94.55.15.75.13.42.42.42.93.33.63.54.31.40.91.51.61.51.71.81.50.90.50.52.00.92.32.00.00.00.00.92.03.64.44.34.70.61.37.08.78.86.43.83.80.00.50.70.80.00.95.32.23.95.15.36.89.49.06.43.62.60.85.20.03.54.14.24.65.35.85.04.34.95.36.05.94.22.20.00.31.62.12.32.53.03.91.15.94.54.04.54.74.02.41.11.54.92.90.00.04.03.73.92.21.01.75.41.90.01.64.52.51.43.12.51.92.14.70.01.02.63.43.12.41.61.42.31.60.01.63.94.73.92.51.21.34.51.50.14.70.00.51.21.51.51.10.60.30.11.30.11.70.30.30.92.80.811.90.00.00.00.40.10.40.91.13.20.90.01.63.94.73.82.20.10.42.10.20.01.12.63.22.81.80.70.30.20.80.54.72.51.91.10.30.10.61.82.71.42.00.10.92.63.93.93.01.50.00.10.53.22.30.00.84.64.73.82.00.70.00.22.24.34.82.52.13.30.00.11.73.33.93.32.11.00.10.13.80.34.82.50.00.10.53.14.54.43.32.53.40.04.70.82.23.13.12.62.13.30.00.51.34.63.01.50.00.10.53.44.74.63.31.50.21.90.62.24.44.53.31.50.60.10.10.53.44.90.1Luminaire ScheduleSymbolQtyLabelCalculation SummaryLabelArrangementDescriptionLLFLuminaire LumensCalcTypeUnitsAvgMaxLuminaire WattsTagMinAvg/MinMax/MinProp LineIlluminanceFc0.11.30.0N.A.N.A.SiteIlluminanceFc2.31P2A2 @ 90 degreesMRS-LED-24L-SIL-FT-40-70CRI-IL0.9001530019611.90.0MH = 25ftN.A.N.A.LotIlluminanceFc4CYL-UPSingleBLADE DOWN LARGE 24W 3000K 8°0.900102723.1MH - 1ft Bottom6CYLSingleBLADE DOWN MEDIUM 11W 3000K 45°0.90065910.2MH = 8ft Center1WP12SingleXWS-LED-02L-SIL-4-40-70CRI0.900201013MH = 12ft2R1SingleLAD6-LED-14L-40-TR6RWW-SF-HAZ0.900116114MH = 10ft5RSingleLAD6-LED-14L-40-TR6RWW-SF-HAZ0.900116114MH = 12ft4P1SingleMRS-LED-24L-SIL-FT-40-70CRI-IL0.90015300196MH = 25ft3.09.40.310.031.37.1 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W)300'300'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 25379 7000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERUTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONEX 1.0EXHIBIT 1 - HYDRANTCOVERAGE EXHIBIT01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallR01" = 40'-0"40'-0"20'-0"N1HYDRANT COVERAGE EXHIBIT - 300' RADIINTSEXISTINGHYDRANTPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANT7.5' MINIMUM 2.0'7.5' MIN. COVERFIRE HYDRANTN T S1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHYLENE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODS4" X 4"VERTICALBLOCK6" GATE VALVEMECH. JOINTS6" DIP LEADTEE4" X 4"THRUSTBLOCKFINISH GRADETRAFFIC FLANGE 2"ABOVE GRADEREFER TO DETAILHYDRANT, HEIGHTVARIESHYDRANT MARKER8" CONCRETETHRUST BLOCKS2HYDRANTS ON PRIVATE PROPERTY TO BEINSTALLED AND MAINTAINED BY YELLOW TREE.7.1 UP FDFDFD173'-4" 24'-0"18'-0"24'-0"36'-0"24'-0"36'-0"24'-0"18'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"8'-0"8'-0"8'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" P1 LEVEL PARKING 183 STALLS TOTAL 6 ADA 5 COMPACT TWO WAY TWO WAY TWO WAY MATCHLINESTAIR B SERV. ELEV. VEST. AMENITY (UNDER RAMP) MECHANICAL/ WATER ROOM DN UP SLOPED AREA SLOPED PARKING <1%184'-8"173'-4"RAMPTO L1 PARKING ENTRYNPLAN NORTH92' - 0"92' - 0"92' - 0"16'-0"9'-0" 9'-0" 9'-0"89' - 6"88' - 11"88' - 9"88' - 8"88' - 2"88' - 6"86' - 8"88' - 9"89' - 6"87' - 11"87' - 4"88' - 8"88' - 8"86' - 0"86' - 0"85' - 8"86' - 0"86' - 4"FDFDFD A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A0.1 ARCHITECTURAL FLOOR PLANS P1-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL P1 -A 1" = 80'-0" LEVEL P1 -KEY PLAN -A 7.1 FDFDUP FDFDFD9'-0" 9'-0" 9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"18'-0"24'-0"36'-0"24'-0"36'-0"24'-0"18'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 28'-2" 188'-8"184'-8"MATCHLINEUP SLOPED AREA SLOPED PARKING <1%TWO WAY TWO WAY TWO WAYTWO WAYMECHANINCAL/ BACK OF HOUSE 183 STALLS TOTAL 6 ADA 5 COMPACT P1 LEVEL PARKING STAIR A VEST. ELEV. 188'-8" MECHANINCAL/ BACK OF HOUSE9'-0"NPLAN NORTH89' - 6"86' - 0"89' - 2"89' - 6"89' - 2"89' - 6"89' - 6"89' - 6"88' - 9"87' - 4"86' - 0"88' - 9"85' - 8"86' - 4"85' - 8"86' - 4"86' - 0"86' - 0"87' - 4"88' - 9"89' - 6"FD FD FD FD FD FD A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A0.2 ARCHITECTURAL FLOOR PLANS P1-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL P1 -B 1" = 80'-0" LEVEL P1 -KEY PLAN -B 7.1 UP UP 83'-4 5/8"28'-8 3/4"56'-2 5/8" 72'-11 7/8" 78'-6 5/8" 30'-10 5/8" 172'-11"MATCHLINESTAIR B SERV. ELEV. DNRAMPTO P1 PARKING LEVELLOADING AREA TRASH ROOM FFE 99'-0" FFE 103'-0" FFE 103'-0" ELEC. ROOM CORRIDOR PRIVATE PATIOS CENTRAL GREEN AREA NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 46'-11 5/8"33'-8 1/4"15'-0 1/2"132'-10 1/2"147'-11"97' - 6"96' - 6"97' - 6"99' - 0"99' - 0"99' - 0"FFE 99'-0" FFE 99'-0" FFE 103'-0" FFE 103'-0"103' - 0"BIKE STORAGE A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A1.1 ARCHITECTURAL FLOOR PLANS 1-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 1 -A 1" = 80'-0" LEVEL 1 -KEY PLAN -A 7.1 UP UP 109'-2 123/128"MATCHLINESTAIR A ELEV. FITNESS LOBBY PACKAGE OUTDOOR COVERED ENTRY AREA CENTRAL GREEN AREA PRIVATE PATIOS UP DN FFE 100'-0" FFE 100'-0" FFE 103'-0" UP ADA RAMP SEE CIVIL SITE PLAN FOR EXTERIOR DESIGNSEE CIVIL SITE PLANFOR EXTERIOR DESIGNSTORAGE CORRIDOR MAIN ENTRY17'-6 1/8"NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 5'-10 123/256"135'-3 1/8"28'-8 3/4"24'-0 5/8" 193'-10 251/256" 33'-5 3/4"57'-9 169/256" 25'-10 1/8"65'-9 5/8"28'-8"34'-10 1/2"FFE 103'-0" FFE 100'-0" FFE 100'-0" FFE 100'-0" FFE 103'-0" FFE 103'-0" FFE 100'-0"103' - 0"103' - 0"A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A1.2 ARCHITECTURAL FLOOR PLANS 1-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 1 -B 1" = 80'-0" LEVEL 1 -KEY PLAN -B 7.1 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. STAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8"28'-8 3/4"88'-2"15'-0"117'-4 3/4"15'-0"5'-0"26'-0 1/8"38'-8 5/8"5'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8"31'-1 1/4" FFE 116'-0" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A2.1 ARCHITECTURAL FLOOR PLANS 2-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 2 -A 1" = 80'-0" LEVEL 2 -KEY PLAN -A 7.1 MATCHLINESTAIR A ELEV. AMENITY ROOM AMENITY DECK CORRIDOR AMENITY DECK PVT. PATIOS SPA STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 3 BEDROOM UNIT 25'-10 1/8"66'-0 1/4"29'-1 1/4"26'-6 3/4"15'-0"5'-0"27'-8 149/256" 6 '-6 "3 6 '-1 0 8 5 /1 2 8 "15'-0"116'-8 1/8"15'-0"41'-5 13/16"87'-5"28'-8 3/4"24'-0 5/8" 181'-8 3/16"131'-8 1/8"FFE 116'-0" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A2.2 ARCHITECTURAL FLOOR PLANS 2-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 2 -B 1" = 80'-0" LEVEL 2 -KEY PLAN -B 7.1 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8"28'-8 3/4"83'-2"5'-0"15'-0"117'-4 3/4"15'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8"31'-1 1/4" 5'-0" 38'-8 5/8"26'-0 1/8" 5'-0" FFE 126'-7 7/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A3.1 ARCHITECTURAL FLOOR PLANS 3-4-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVELS 3-4 -A 1" = 80'-0" LEVEL 3 -KEY PLAN -A 7.1 132'-9 13/16"182'-4 121/256"MATCHLINESTAIR A ELEV. CORRIDOR STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 6 '-6 "3 6 '-1 0 8 5 /1 2 8 "5'-0"27'-8 149/256"15'-0"117'-9 13/16"42'-2 25/256"87'-5"28'-8 3/4"24'-0 5/8"29'-1 1/4"26'-6 3/4"15'-0"25'-10 1/8"66'-0 1/4"15'-0"FFE 126'-7 7/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A3.2 ARCHITECTURAL FLOOR PLANS 3-4-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVELS 3-4 -B 1" = 80'-0" LEVEL 3 -KEY PLAN -B 7.1 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8"28'-8 3/4"83'-2"5'-0"15'-0"117'-4 3/4"15'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8"31'-1 1/4" 5'-0" 38'-8 5/8"26'-0 1/8" 5'-0" FFE 148'-5 5/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A5.1 ARCHITECTURAL FLOOR PLANS 5-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 5 -A 1" = 80'-0" LEVEL 5 -KEY PLAN -A 7.1 171'-6 43/128"MATCHLINESTAIR A ELEV. CORRIDOR STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 31'-3 123/128"87'-5"28'-8 3/4"24'-0 5/8" 25'-10 1/8"66'-0 1/4"29'-1 1/4"26'-6 3/4"15'-0"13'-0 7/32"101'-10 3/4"15'-0"129'-10 31/32"15'-0"4 '-0 "3 2 '-1 1 9 /6 4 "5'-0"27'-8 29/256" FFE 148'-5 5/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A5.2 ARCHITECTURAL FLOOR PLANS 5-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 5 -B 1" = 80'-0" LEVEL 5 -KEY PLAN -B 7.1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"16'-0"10'-7 7/8"10'-7 7/8"11'-1 7/8"9'-1 1/8"7'-11 1/4"FB3 FB1 LV FB4 MTL1 FB2 BR1 PC1 FB1 PC1 WD1 FB4 RL1 BAL BR1 FB3 FB1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7'-11 1/4"9'-1 1/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"16'-0"FB4 MTL1 FB4 MTL1 BR1 LV BAL WD1 FB3 MTL1 FB2 FB4 LV PC1SF1PT1FB3 FB1 FB4 BR1 MTL1 OVHD PC1 FB1 OVHD BR1 MAIN ENTRY OUTDOOR COVERED AREA N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.0 ELEVATION -NORTH & EAST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 EXTERIOR ELEVATION -NORTH 1/16" = 1'-0"2 EXTERIOR ELEVATION -EAST 8,999 SF TOTAL SURFACE AREA 1,837 SF GLAZING SURFACE AREA: (20.4%) 20,483 SF TOTAL SURFACE AREA 4,310 SF GLAZING SURFACE AREA: (21.0%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black 7.1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7' - 11 1/4"9' - 1 1/8"11' - 1 7/8"10' - 7 7/8"10' - 7 7/8"16' - 0"MTL1 LV FB4WD1 FB2 WD1 RL1 FB1 SIGN BR1 SF1 FB2 PC1 PT1 FB1 RL1 BAL MAIN ENTRY OUTDOOR COVERED AREA LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7' - 11 1/4"9' - 1 1/8"11' - 1 7/8"10' - 7 7/8"10' - 7 7/8"16' - 0"MTL1 BR1 FB2 LV WD1 BAL FB3 FB3 PC1FB4 FB4 FB4 FB1 PC1 FB4 FB2 MTL1 RAIL N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.1 ELEVATION -SOUTH & WEST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 EXTERIOR ELEVATION -SOUTH 1/16" = 1'-0"2 EXTERIOR ELEVATION -WEST 7,892 SF TOTAL SURFACE AREA 2,327 SF GLAZING SURFACE AREA: (29.4%) 21,684 SF TOTAL SURFACE AREA 5,729 SF GLAZING SURFACE AREA: (26.4%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black 7.1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6"3'-0"13'-0"10'-7 7/8"10'-7 7/8"11'-1 7/8"10'-7 7/8"6'-4 1/2"MTL1 LV FB3 FB4 WD1 RL1 FB1 BR1 BAL PT1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6"6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"FB4 FB4 MTL1 FB3 FB2 RL1 FB1 FB1 BR1 BAL WD1 LV N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.2 ELEVATION -NORTH & SOUTH COURTYARD CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 3,987 SF TOTAL SURFACE AREA 919 SF GLAZING SURFACE AREA: (24.0%) 4,819 SF TOTAL SURFACE AREA 1,154 SF GLAZING SURFACE AREA: (26.4%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black 1/16" = 1'-0"1 NORTH COURTYARD -PRESENTATION 1/16" = 1'-0"2 SOUTH COURTYARD -PRESENTATION 7.1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL P1 92' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" A LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" B C D E F G H J K M N Q S T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6" L P RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL AMENITY RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL FITNESS 27'-6"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"5'-6"23'-8"19'-6"21'-8"8'-4"22'-6" PARKING6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"8'-0"LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL P1 92' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" 1 LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" 3 4 5 6 8 132 1415 T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6" RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL COMMONRESIDENTIAL PARKING PARKING6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"8'-0"2'-2"16'-8"29'-4"29'-4"29'-8"29'-0"29'-8"16'-8"2'-2" N PLANNORTHCopyright 2025 DJR Architecture, Inc. A7.0 SECTIONS -NORTH & EAST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 NORTH/SOUTH SECTION 1/16" = 1'-0"2 EAST/WEST SECTION 7.1 7000 – 56TH AVENUE NORTH – LOT CONSOLIDATION PLAT PAGE 1 OF 3 ___________________________________________________________________________ FROM: Dan Olson, City Planner __________________________________________________________________________ TO: Adam R. Bell, City Manager (for January 6 Meeting) DATE: December 22, 2025 RE: Consider adoption of a resolution approving a lot consolidation at 7000 – 56th Avenue North A.BACKGROUND Yellow Tree corporation is proposing to consolidate the two properties they are proposing to purchase at 7000 – 56th Avenue N, into one lot for a 174 – unit apartment building. The lot consolidation is a condition of approval for a rezoning application (see agenda item 7.1). The proposed plat is named Crystal State Bank 3rd Addition. A public hearing is not required for a lot consolidation. Attachment: A.Resolution, with final plat COUNCIL STAFF REPORT Lot Consolidation Plat 7000 – 56th Avenue N. 7.3 7000 – 56TH AVENUE NORTH – LOT CONSOLIDATION PLAT PAGE 2 OF 3 2025 Aerial Photo: B. PROPOSED LOT CONSOLIDATION The table below provides information about the two lots included in the consolidation. The consolidated lot would continue to be addressed as 7000 - 56th Avenue N. Property Address Parcel size Existing plat name 7000 – 56th Ave N. 3,408 sq. ft. (0.078 acres) Palmer Addition 7000 – 56th Ave N. 91,685 sq. ft. (2.1 acres) Crystal State Bank Addition Right-of-way dedication Minus 826 sq. ft. (0.019 acres) Combined lot (to be addressed as 7000 – 56th Ave. N) Total area = 94,267 sq. ft. (2.1 acres) 7.3 7000 – 56TH AVENUE NORTH – LOT CONSOLIDATION PLAT PAGE 3 OF 3 Final plat features: 1. Name. The proposed plat would be called Crystal State Bank 3rd Addition. 2. Hennepin County review. Because the plat abuts a county roadway (56th Avenue N), county staff reviewed this lot consolidation request and finds it acceptable. The county has requested that Yellow Tree provide 826 square feet of additional street right -of-way to straighten out the right-of-way and this has been dedicated on the plat. 3. Easements. Currently there is a utility easement on the property that will be vacated (see agenda item 7.2). New drainage and utility easements will be dedicated on the proposed plat. 4. Park dedication. According to city code section 510.23, Subd. 3 (d), lot consolidation applications are not subject to park dedication requirements. Criteria for approval of a lot consolidation : The following are the approval criteria in city code section 510.23, Subd. 3 for approval of lot consolidation applications, followed by staff’s findings of these criteria. (a) The consolidation must be in general compliance with the comprehensive plan. Findings: On the 2040 Planned Land Use map the property is guided as Mixed Use (MU). The proposed apartment building conforms to that designation. (b) The consolidation must meet the purpose and intent of this unified development code (UDC). Findings: The purpose of the UDC is to establish regulations that allow for the development of properties, but which avoid or minimize negative impacts to the general public or adjacent properties. The proposed apartment building will be complementary to the adjacent commercial uses in this area. (c) Unless prior or concurrent approval of a variance is granted, any such consolidation shall result in lots that, to the greatest extent possible, meet the dimensional requirements for the zoning district in which the property is located, and shall not further increase the nonconformity of any lot dimension or structure. Findings: The property is zoned Commercial (C) but is proposed to be rezoned to Town Center - Planned Development (TC-PD). The proposed plat is in conformance to the dimensional requirements of the proposed zoning district. C. REQUESTED ACTION City Council approval of the attached resolution is requested. 7.3 1 483\970099.v1 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2026-____ RESOLUTION APPROVING LOT CONSOLIDATION VIA THE FINAL PLAT OF CRYSTAL STATE BANK 3RD ADDITION WHEREAS, Yellow Tree corporation (the “Applicant”) has submitted an application to the City of Crystal (the “City”) for approval of a lot consolidation of Hennepin County PIDs 05- 118-21-42-0032 and 05-118-21-42-0067, which are legally described in the attached Exhibit A (the “Property”); and WHEREAS, to effectuate said lot consolidation, the Property is proposed to be platted as CRYSTAL STATE BANK 3rd ADDITION; and WHEREAS, the plat of CRYSTAL STATE BANK 3RD ADDITION is attached hereto as Exhibit B (the “Plat”); and WHEREAS, the City Planner’s report regarding this matter, dated December 22, 2025 and attached hereto as Exhibit C, is incorporated herein and made part of this approval, except that the terms and conditions contained below are controlling; and WHEREAS, the City Council of the City of Crystal finds that the Plat is in conformance with the requirements of the comprehensive plan and meet the purpose and intent of the City’s Unified Development Code, which is contained in Chapter V of the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein, hereby grants final approval for the plat of Crystal Housing Group Addition, subject to compliance with all of the following conditions: 1.Compliance. In developing the Property, the Applicant, or its successors and assigns, are required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the Property and shall be required to obtain such permits and permissions as may be required in doing so. This includes, but is certainly not limited to, strict adherence to the Crystal City Code. 2.No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this Plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 3.Binding Effect; Recording. The conditions within this approval are binding on the Applicant and its successors and assigns, shall run with the Property, and shall not in Attachment A 7.3 2 483\970099.v1 any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the Applicant under this approval shall also be the obligations of the current and any subsequent owners of the Property. The Plat shall be recorded within six months of the date of this resolution . Adopted by the Crystal City Council this 6th day of January 2026. ____________________________ Julie Deshler, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 7.3 A-1 483\970099.v1 EXHIBIT A Legal Description of the Property Lot 1, Block 1, Crystal State Bank Addition, according to the recorded plat thereof, Hennepin County, Minnesota, except that part described as follows: All that part of the easterly 110 feet of Lot 1, Block 1, Crystal State Bank Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota, which lies southerly of a line drawn parallel with and distant 42 feet northerly of the following described line: Commencing at the northeast corner of the Southeast Quarter of Southeast Quarter of Section 5, Township 118, Range 21; thence run westerly at an angle of 90 degrees 43 minutes 13 seconds (when measured from north to west) from the east line of said Southeast Quarter; for a distance of 2600 feet and there terminating AND Outlot A, Palmer Addition, according to the recorded plat thereof, Hennepin County, Minnesota. 7.3 B-1 483\970099.v1 EXHIBIT B Final Plat 7.3 C-1 483\970099.v1 EXHIBIT C Planner’s Report (attached hereto) 7.3 Memorandum DATE: Jan. 2, 2026 TO: Mayor and City Council FROM: Adam R. Bell, City Manager SUBJECT: West Metro Fire-Rescue District Board – Council Representative ____________________________________________________________________ BACKGROUND: The West Metro Fire-Rescue District Board consists of seven members. The seven members are: •two members representing Crystal, consisting of one council member and one citizen representative; and •two members representing New Hope, consisting of one council member and one citizen representative; and •New Hope city manager; and •Crystal city manager; and •A seventh member, who is mutually agreed on and appointed by both the Crystal and New Hope City Councils. Mayor Deshler was appointed as the Crystal Council representative to the District Board in January 2025 to a two-year term that expires on Dec. 31, 2026. Mayor Deshler wishes to resign from the appointment and recommends that Council Member Onesirosan replace her to complete the two-year term. RECOMMENDATION: Approve the attached resolution appointing Council Member Taji Onesirosan as the Crystal Council representative to the West Metro Fire-Rescue District Board to complete the term expiring Dec. 31, 2026. 7.5 CITY OF CRYSTAL RESOLUTION NO. 2026 – ___ RESOLUTION APPOINTING A MEMBER TO THE BOARD OF DIRECTORS FOR THE WEST METRO FIRE-RESCUE DISTRICT WHEREAS, in 1997, the cities of Crystal and New Hope approved a Joint and Cooperative Agreement to consolidate all aspects of their fire safety programs and created the West Metro Fire-Rescue District; and WHEREAS, in accordance with Article IV of the Joint and Cooperative Agreement, Crystal-New Hope Joint Fire-Rescue District, members are to be appointed by council resolution; and WHEREAS, in January 2025, Crystal Mayor Julie Deshler was appointed to serve as the Crystal Council representative on the West Metro Fire-Rescue District Board for a term to expire December 31, 2026; and WHEREAS, Mayor Julie Deshler is resigning from her appointment to the Fire-Rescue District Board, a Council representative appointment to the West Metro Fire-Rescue District Board is needed. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council approves the appointment of Crystal Council Member Taji Onesirosan as a member of the Joint Fire-Rescue District’s Board of Directors to complete the term expiring December 31, 2026. Adopted by the Crystal City Council this 6th day of January 2026. ________________________________ Julie Deshler, Mayor ATTEST: ______________________________ Chrissy Serres, City Clerk 7.5 AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL • ANNUAL ORGANIZATIONAL MEETING • TUESDAY, JANUARY 6, 2026 IMMEDIATELY FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING CRYSTAL CITY HALL COUNCIL CHAMBERS 1. Call to order * 2. Roll call * 3. Election of officers for 2026 4. Consider approval of minutes from the December 2, 2025 regular meeting 5. Preview of upcoming EDA items * 6. Property status update * 7. Other business * 8. Adjournment * *Items for which no materials are included in the packet Page 1 of 2 EDA STAFF REPORT DATE: December 22, 2025 FROM: John Sutter, Community Development Director TO: Economic Development Authority Executive Director Adam R. Bell RE: Election of EDA officers for 2026 On January 6, 2026 the EDA will hold its annual organizational meeting at which the members will nominate and elect officers for 2026. Any EDA member may nominate a slate of EDA officers, whether the Mayor’s recommended slate or a different slate. If the motion receives a second, then the slate can be approved by majority vote. Please see the following page for a table showing the EDA officers for the preceding ten years. EDA ACTION REQUESTED Motion approving a slate of officers for 2026. EDA Officers for 2026 President Vice President Secretary Treasurer Mayor’s recommended slate of officers Cummings Kamish Kiser Onesirosan Slate of officers nominated by ______________ Page 2 of 2 EDA officers - previous ten years: Year President Vice President Secretary Treasurer 2025 Eidbo Cummings Kamish Kiser 2024 Onesirosan Eidbo Kamish Cummings 2023 Kiser Cummings Eidbo Kamish 2022 Banks Kiser LaRoche Parsons 2021 Parsons Banks Kiser LaRoche 2020 LaRoche Parsons Deshler Banks 2019 LaRoche Parsons Deshler Banks 2018 Parsons LaRoche Dahl Kolb 2017 Kolb Dahl Parsons LaRoche 2016 Peak Parsons Dahl Kolb Page 1 of 3 Minutes of the Economic Development Authority of the City of Crystal Regular Meeting Council Chambers 4141 Douglas Dr. N. December 2, 2025 1. Call to Order President Eidbo called the meeting of the Economic Development Authority of the City of Crystal (EDA) to order at 6:45 p.m. 2. Roll Call Upon call of the roll, the following Commissioners were present: John Budziszewski, David Cummings, Julie Deshler, Forest Eidbo, Traci Kamish, Therese Kiser and Taji Onesirosan. The following staff were present: Executive Director Adam Bell, Deputy Executive Director John Sutter, and City Attorney Rachel Tierney. 3. Approval of Minutes EDA action: Moved by Commissioner Budziszewski (Kiser) to approve the minutes from the November 18, 2025 regular meeting. Motion carried. 4. Consider approval of a resolution adopting a 2026 HRA tax levy and EDA budget Staff presented the proposed tax levy and budget, and requested approval by the board. EDA action: Moved by Commissioner Budziszewski (Deshler) to approve the resolution adopting a 2026 HRA tax levy and EDA budget. Motion carried. 5. Consider approval of a contract with Center for Energy and Environment for administration of the Home Improvement Grant Program from July 1, 2026 - June 30, 2027 Staff presented the proposed contract and requested approval by the board. EDA action: Moved by Commissioner Budziszewski (Kiser) to approve the contract with Center for Energy and Environment for administration of the Home Improvement Grant Program from July 1, 2026 - June 30, 2027. Motion carried. Page 2 of 3 6. Preview of upcoming EDA items Staff informed the EDA that staff expects to receive a tax increment financing application from Yellow Tree Development for the Wells Fargo site at 7000 56th Ave. N. EDA and City Council consideration of the application would occur in the first quarter of 2026. 7. Property Status Update Staff informed the board that the vacant Walgreen’s at 6800 56th Ave. N. has now been listed but there’s no stated price. Staff answered questions from the board regarding the status of Cities Auto at 5630 Lakeland Ave. N. and the four unit building under construction at 4741 Welcome Ave. N. 8. Other Business There was no other business. 9. Adjournment Moved by Commissioner Budziszewski (Kiser) to adjourn the meeting. Motion carried. The meeting adjourned at 6:57 p.m. Page 3 of 3 These minutes of the December 2, 2025 meeting of the Crystal Economic Development Authority were approved by the Authority on ________________ ___, 2026. ______________________________ _____________________, President ATTEST: ______________________________ _____________________, Secretary 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Jan. 2, 2026 City Council Work Session Agenda Tuesday, Jan. 6, 2026 Immediately following the Economic Development Authority meeting Conference Room A/Zoom Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the Crystal City Council work session was held on Tuesday, Jan. 6, 2026, at _____ p.m. electronically via Zoom and in conference room A at city hall, 4141 Douglas Dr., Crystal, Minnesota. I. Attendance Council members Staff ____ Eidbo ____ Bell ____ Kamish ____ Tierney ____ Kiser ____ Therres ____ Onesirosan ____ Elholm ____ Budziszewski ____ Hubbard ____ Cummings ____ Kunde ____ Deshler ____ Struve ____ Sutter ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda item s: 1) Constituent issues update. * 2) New business. * 3) Announcements. * 4) City manager evaluation.* This portion of the work session may be closed pursuant to Minnesota Statutes, Section 13D.05, Subd. 3(a), for the purpose of evaluating the performance of the city manager. III. Adjournment The work session adjourned at ______ p.m. * Denotes no public supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.