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2025.12.16 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Dec. 12, 2025 City Council Meeting Schedule Tuesday, Dec. 16, 2025 Time Meeting Location 6:30 p.m. City council work session to discuss: 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.* Upper community room/Zoom 7 p.m. City council meeting Council chambers/Zoom Immediately after the city council meeting Continuation of city council work session, if necessary Upper community room/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 work session and city council regular meeting. Time: Dec. 16, 2025, 6:30 p.m., Central Time (US and Canada) Join Zoom meeting: https://us02web.zoom.us/j/81111034817?pwd=qdQhLuXhZ35sJanfWQNzJVc82bS2yR.1 Meeting ID: 811 1103 4817 | Passcode: 4141 Find your local number: https://us02web.zoom.us/u/krPlDGUMJ 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. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Dec. 12, 2025 City Council Work Session Agenda Tuesday, Dec. 16, 2025 | 6:30 p.m. Upper Community Room/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, Dec. 16, 2025, at _____ p.m. electronically via Zoom and in the upper community room at city hall, 4141 Douglas Dr., Crystal, Minnesota. If the agenda items are not completed in time for the regular city council meeting at 7 p.m., the meeting will be continued and resumed immediately following the regular meeting. I. Attendance Council members Staff ____ Deshler ____ Bell ____ Eidbo ____ Tierney ____ Kamish ____ Therres ____ Kiser ____ Elholm ____ Onesirosan ____ Hubbard ____ Budziszewski ____ Kunde ____ Cummings ____ Struve ____ Sutter ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda item s: 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 ______ p.m. * Denotes no 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. Page 1 of 3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Dec. 12, 2025 City Council Meeting Agenda Tuesday, Dec. 16, 2025 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 Chief Hubbard will recognize K-9 Leo and Officer Caleb Selin on K-9 Leo’s retirement.* 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. 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 a resolution authorizing an agreement for the transfer of ownership of K-9 Leo. 4.5 Approval of commission appointments and reappointments. 4.6 Adoption of a resolution appointing Jeff Kolb as public 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 a resolution making annual elections for the city’s 2026 insurance policy. 4.9 Charitable gambling funds update. 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 Page 2 of 3 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 Council will receive a presentation regarding Crystal’s Stormwater Pollution Prevention Plan (SWPPP). After the presentation, the Mayor will open a public hearing to receive comments on the SWPPP. 7. Regular Agenda 7.1 The council will consider first reading of an ordinance rezoning 7000 56th Ave. N. to TC-PD for development of an apartment building. 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 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. Recommend approval. 7.2 The council will consider adoption of the 2025-2027 Strategic Work Plan. Over the course of this year, the staff and council have held several work sessions to discuss and develop a strategic work plan for 2025-2027. The proposed plan includes updated strategic priorities, values, and strategic initiatives that are coordinated to guide the city’s efforts for the next two years. The plan will be updated annually to reflect any desired changes as the city works towards achieving the outlined goals. Quarterly updates will be provided as progress is made. Recommend approval of the 2025-2027 Strategic Work Plan. 8. Announcements a. City offices will close at noon on Wednesday, Dec. 24, and will be closed all day on Thursday, Dec. 25 and Friday, Dec. 26 in observance of the Christmas holiday (Dec. 25 is the only paid city holiday). b. K-9 Leo’s community retirement recognition is on Tuesday, Dec. 30, from 4:30 – 6 p.m. in the upper community room at city hall. c. City offices will be closed on Thursday, Jan. 1 in observance of the New Year’s Day holiday. d. The next city council meeting is on Tuesday, Jan. 6, at 7 p.m. in the council chambers at city hall and via Zoom. e. The City Council will hold a work session on Thursday, Jan. 8 at 6:30 p.m. in the upper community room at city hall and via Zoom. f. 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, Page 3 of 3 Employee Review Board, and on the Metro Blue Line Business Advisory Committee. For more information, please visit go.crystalmn.gov/volunteer. g. 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. Crystal City Council work session minutes Dec. 2, 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 6:31 p.m. on Dec. 2, 2025, in the council chambers 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: Cummings, Deshler, Eidbo, Kamish, Kiser, Onesirosan and Budziszewski. 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, Public Works Director/City Engineer J. Struve, Community Development Director J. Sutter and City Clerk C. Serres. II.Agenda The council and staff discussed the following agenda items: 1)Constituent issues update. 2)New business. 3)Announcements. III.Adjournment The work session adjourned at 6:41 p.m. Julie Deshler, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(a) Crystal City Council meeting minutes Dec. 2, 2025 Page 1 of 2 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. 2, 2025, at 7 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: Cummings, Deshler, Eidbo, Kamish, Kiser, Onesirosan and Budziszewski. City staff present: City Manager A. Bell, City Attorney R. Tierney, Assistant City Manager/HR Manager K. Therres, Finance Director J. Bursheim, Recreation Director J. Elholm, Police Chief B. Hubbard, Deputy Police Chief P. Underthun, 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 Cummings to approve the agenda. Motion carried. 3.Consent Agenda The council considered the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a.The city council work session on Nov. 13, 2025. b.The city council meeting on Nov. 18, 2025. c.The city council work session on Nov. 18, 2025. 3.2 Approval of disbursements over $25,000 submitted by the finance department. 3.3 Approval of the list of license applications submitted by the city clerk. 3.4 Adoption of Resolution No. 2025-107, accepting a donation. Moved by Council Member Kiser and seconded by Council Member Kamish to approve the consent agenda. Motion carried. 4.Open Forum The following person addressed the council: •ReNae Bowman, 3916 Edgewood Ave. N., regarding school district transportation. 5.Public Hearing 5.1 Mayor Deshler announced the purpose of the public hearing: 4.1(b) Crystal City Council meeting minutes Dec. 2, 2025 Page 2 of 2 To receive comments, and council consideration of a resolution approving the 2026 budget, 2026 property tax levy, 2026 Economic Development Authority property tax levy, and 2026-2035 Long Term Plan. Finance Director Jodi Bursheim addressed the council. Mayor Deshler opened the public hearing for testimony. The following persons addressed the council: • Bob Bellows, 6616 58th Ave. N. • Valerie Kuhlman, 3239 Edgewood Ave. N. • Steve Gardner, 4801 Maryland Ave. N. • Caroline Freund, 3034 Jersey Ave. N. • Marlys McFerran, 4547 Zane Ave. N. • ReNae Bowman, 3916 Edgewood Ave. N. • Judy Starr, 5901 46th Ave. N. • Jeff Guest, 2928 Louisiana Ave. N. • Michael Klimovitsky, 5316 Xenia Ave. N. • Bob Johnson, residential address was not provided. • Mary McKee, 3040 Utah Ave. N. • Julie Burns, 3401 Orchard Ave. N., provided written comments. There being no one else wishing to appear before the council to give testimony, Mayor Deshler declared the public hearing closed. Moved by Council Member Kiser and seconded by Council Member Budziszewski to adopt the following resolution: RESOLUTION NO. 2025 – 108 RESOLUTION APPROVING 2026 BUDGET, 2026 PROPERTY TAX LEVY, 2026 ECONOMIC DEVELOPMENT AUTHORITY PROPERTY TAX LEVY, AND 2026-2035 LONG TERM PLAN Voting aye: Cummings, Deshler, Eidbo, Kamish, Kiser, Onesirosan and Budziszewski. Motion carried, resolution declared adopted. 6. Regular Agenda There were no Regular Agenda business items. 7. Announcements The council and staff made announcements about upcoming events. 8. Adjournment Moved by Council Member Budziszewski and seconded by Council Member Kiser to adjourn the meeting. Motion carried. The meeting adjourned at 9:28 p.m. ___________________________________ Julie Deshler, Mayor ATTEST: _____________________________________ Chrissy Serres, City Clerk 4.1(b) DATE: December 9, 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 Center for Energy & Environment Home Improvement Grants $38,461.25 Crysteel Truck Equipment Inc Truck 106 Upgrades $27,707.59 Valley Paving Inc 2025 Mill and Overlay $106,043.28 IRS - EFTPS Federal & FICA Withholding Taxes for 11/21/25 Pay Date $82,150.56 MN PERA Employee & City Required Contributions for 11/21/25 Pay Date $78,224.42 $332,587.10 Description 4.2 Page 1 of 2 City of Crystal Council Meeting Dec. 16, 2025 Applications for City License Fireworks (in store) TNT Fireworks for Cub Foods, 5301 36th Ave. N., Crystal, MN 55422 TNT Fireworks for Target, 5537 West Broadway, Crystal, MN 55428 Massage Therapy Enterprise Acellent Gift of Touch, 4800 Idaho Ave. N., Crystal, MN 55428 Birch and Body Wellness, 6526 Cloverdale Ave. N., Crystal, MN 55428 Full Cycle Wellness, 2960 Winnetka Ave. N., Crystal, MN 55427 Massage by Jo, 5747 West Broadway, Crystal, MN 55428 Natural Wellness Spa LLC, 5524 West Broadway, Crystal, MN 55428 Therapeutic Massage by Karen, 5108 Bernard Ave. N., Crystal, MN 55429 (Conditional) Massage Therapist Audrey Chan (Acellent Gift of Touch), 4800 Idaho Ave. N., Crystal, MN 55428 Cuiping Li (Natural Wellness Spa) 5524 West Broadway, Crystal, MN 55428 Eleacia Thesing (Birch and Body Wellness), 6526 Cloverdale Ave. N., Crystal, MN 55428 Jing An (Natural Wellness Spa), 5524 West Broadway, Crystal, MN 55428 Jo Kanne (Massage by Jo), 5747 West Broadway, Crystal, MN 55428 Karen Sathre (Therapeutic Massage by Karen), 5108 Bernard Ave. N., Crystal, MN 55429 Renatta Hunt (Full Cycle Wellness), 2960 Winnetka Ave. N., Crystal, MN 55427 Rental (renewal) 5015 Angeline Ave. N. – Clifford Benson 5309 Angeline Ave. N. – Taye Degafi (Conditional) 5409 Angeline Ave. N. – Teresa Tlaseca (Conditional) 5402 Angeline Ave. N. – Cindy Scherbing 4608 Brunswick Ave. N. – Cosco Property II LLC (Conditional) 4652 Brunswick Ave. N. – Building Ventures LLC 6311 Corvallis Ave. N. – Michael Brandt 6720 Corvallis Ave. N. – Leslie Oyster (Conditional) 3255-3257 Douglas Dr. N. – Living Works Ventures LLC (Conditional) 5146 Edgewood Ave. N. – Michael Joy (Conditional) 5237 Florida Ave. N. – Muhammad Gadari (Conditional) 5312 Florida Ave. N. – Twaambo Mwandu Sibajene (Conditional) 3415 Hampshire Ave. N. – Todd Stenson (Conditional) 4134 Hampshire Ave. N. – Invitation Homes (Conditional) 4319 Hampshire Ave. N. – Maria Thomas 4609 Hampshire Ave. N. – Maggie Majewski (Conditional) 2956 Louisiana Ave. N. – Anna Barrick (Conditional) 4649 Louisiana Ave. N. – Hee Yoon Kim (Conditional) 5443 Louisiana Ave. N. – Veronique Chastenet De Gery (Conditional) 5448 Orchard Ave. N. – Brian Gustafson 4.3 Page 2 of 2 5932 Rhode Island Ave. N. – Camden LLC (Conditional) 5510 Vera Cruz Ave. N. – Building Ventures LLC 3317 Welcome Ave. N. – Daniel Gil 5755 West Broadway – 5755 W Broadway LLC (Conditional) 5762 West Broadway - HPA II Borrower 2021-1 LLC (Conditional) 5570 Xenia Ave. N. – Jessica Hochhalter (Conditional) 4712 Yates Ave. N. – Hawkeye Real Estate 6000-6002 36th Ave. N. – Grandkinder LLC 6909-6911 36th Ave. N. – Bengt Lund (Conditional) 7009 36th Ave. N. – Kathyrn Hammerseng 6907 46th Pl. N. – DanMark Properties 6929 50th Ave. N. – Kristy Spratt Marrs (Conditional) 7724 59th Ave. N. – Justin Quirk (Conditional) Secondhand Goods Dealer (Exempt) Bibles for Missions Thrift Store dba Legacy Thrift, 4713 36th Ave. N., Crystal, MN 55422 Tobacco Almsted Enterprises, Inc. dba Almsteds Fresh Market, 4200 Douglas Dr. N., Crystal, MN 55422 Ashley’s Liquor, Inc. dba Ashley’s Liquor, 4920 West Broadway, Crystal, MN 55429 Charles R. Knaeble VFW Post #494, 5222 56th Ave. N., Crystal, MN 55429 Crystal Trades LLC dba 36th Ave Tobacco, 5101 36th Ave. N., Crystal, MN 55422 Dark Horse Vapors Inc. dba Dark Horse Vapery, 5562 West Broadway, Crystal, MN 55428 Gurung Spirits LLC dba Liquor Barrel, 2728 Douglas Dr. N., Crystal, MN 55422 Klever Liquor Inc. dba Klever Liquor, 5120 56th Ave. N., Crystal, MN 55429 Main Grocery dba Mini Grocery, 2708 Douglas Dr. N., Crystal, MN 55422 Northern Tier Retail LLC dba Speedway # 4052 5359 West Broadway, Crystal, MN 55428 Super Valu, Inc. dba Cub Foods #30124, 5301 36th Ave. N., Crystal, MN 55422 Super Valu, Inc. dba Cub Wine and Spirits, 5201 36th Ave. N., Crystal, MN 55422 Tobacco 18 LLC dba Tobacco 18, 6016 42nd Ave. N., Crystal, MN 55422 VangCheng, LLC dba Liquor Barrel Wine and Spirits, 5628 West Broadway, Crystal, MN 55428 Zahid Beverage Group dba Crystal Liquor Warehouse, 6200 56th Ave. N., Crystal, MN 55429 Tree Trimmer Arbor Design Tree Services Inc., P.O. Box 290298, Brooklyn Center, MN 55429 Bartlett Tree Experts, 5558 Smetana Dr., Minnetonka, MN 55343 New Horizons Tree & Landscaping, LLC, 10283 7th St. S.E., St. Cloud, MN 56304 Schroeder Outdoor Services, 5346 Lakeside Ave. N., Crystal, MN 55429 4.3 COUNCIL POLICE DEPARTMENT REPORT Consent Agenda Item- 12/16/25 Council Meeting DATE: December 12, 2025 FROM: Brian V. Hubbard, Chief of Police TO: Mayor and City Council Adam R. Bell, City Manager RE: Consent Agenda: December 16, 2025 Council Meeting Resolution Approving Transfer of Ownership of Canine Leo Upon Retirement Background The Crystal Police Department purchased Canine Leo from the St. Paul Police Department on December 8, 2018 for the purpose of him being used as a Police K9. Officer Caleb Selin was chosen as Leo’s K9 Handler and the pair attended their initial training school on March 5, 2019 and officially began their careers as a K9 team on June 6, 2019. After 6 ½ years of service, I have determined the time has come for Canine Leo to retire from active duty from the Department and will be officially retired on December 31, 2025. We are currently planning for getting Leo’s replacement and a new handler ready for service in the coming months. It is customary for police canines to be sold to their handlers upon their retirement for the generally agreed upon price of $1. Although the canine has resided with their handler since arriving here, the animal has not been trained as a traditional pet and the handler is typically best situated to care for the canine and to ensure the safety of the animal and those around them. It is my recommendation that we continue this custom and Canine Leo be sold to Officer Caleb Selin for $1 upon his retirement on December 31, 2025. It is understood that the Canine is sold “as is” and Officer Selin will assume all expenses and liabilities for the canine at the time of sale. Consideration The Council is asked to approve the resolution authorizing the Mayor and Police Chief to execute the transfer of ownership for Canine Leo to Officer Caleb Selin “as is” effective December 31, 2025. I will be present, along with Officer Selin and Canine Leo, at the council meeting, for any questions regarding this item. As always, please let me know if you have any questions prior to the meeting. 4.4 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2025-___ RESOLUTION AUTHORIZING EXECUTION OF AGREEMENT WITH OFFICER CALEB SELIN FOR THE TRANSFER OF OWNERSHIP OF CANINE LEO WHEREAS, the Crystal City Council has authorized the City of Crystal Police Department to execute an agreement for the transfer of ownership of Canine “Leo” to Crystal Police Officer Caleb Selin on December 31, 2025. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The City of Crystal Police Department execute an agreement with Crystal Police Officer Caleb Selin for the transfer of ownership of Canine Leo, effective December 31, 2025. 2. All parties understand the execution of the sale is final and Canine Leo is sold “as is.” It is further understood that Officer Caleb Selin assumes all responsibilities and liabilities of Canine Leo after this date. 3. The Mayor and Chief of Police are hereby authorized to execute such agreements as necessary to implement the transfer of ownership. Adopted this 16th day of December, 2025. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.4 CRYSTAL POLICE DEPARTMENT “Service with Compassion, Integrity, & Professionalism” 4141 Douglas Drive North Crystal, MN 55422 763-531-1014 TRANSFER OF OWNERSHIP KNOW ALL BY THESE PRESENTS, that the CITY OF CRYSTAL, a Minnesota municipal corporation, (" City"), is the owner of the following described dog: Crystal Police Canine “LEO” The City does hereby convey ownership of the above described dog to the undersigned, subject to the terms of this agreement, in an "As-Is" condition and with warranties only with respect to title and ownership. The undersigned accepts ownership of the dog and agrees to properly and humanely feed, house and care for the dog at the expense of the undersigned. The undersigned further agrees to indemnify and hold harmless the City of Crystal, its officers, employees, agents and insurers from any claims, losses, damages, reasonable attorney’s fees, costs or judgments resulting from the actions of the dog that occur after the date of this transfer of ownership. IN TESTIMONY WHEREOF, the parties hereto have caused this Transfer of Ownership to be executed on the 31st day of December, 2025. . CITY OF CRYSTAL By: _____________________________ Julie Deshler, Mayor And _____________________________ Brian V. Hubbard, Chief of Police UNDERSIGNED ________________________________ Caleb Selin, Former Police Canine Handler 4.4 Memorandum DATE: December 16, 2025 TO: Mayor and City Council FROM: Adam R. Bell, City Manager SUBJECT: Commission and Board Appointments and Reappointments ____________________________________________________________________ Listed below are the appointments and reappointments to the various commissions and boards. West Metro Fire-Rescue District Board of Directors •Reappoint Jeff Kolb to a term to expire 12/31/27 METRO Blue Line Extension Light Rail Transit Committees •Reappoint Joe Sears to a term to expire 12/31/27 Inclusion and Diversity Commission •Reappoint Holly Knox to a term to expire 12/31/28 Planning Commission •Reappoint Harley Heigel (Ward 1) to a term to expire 12/31/28 Sustainability Commission •Reappoint Bethanie Zeller (Section II) to a term to expire 12/31/28 •Reappoint Rose Miless (Section II) to a term to expire 12/31/2028 •Reappoint Anna Rickert (at-large) to a term to expire 12/31/2028 Attached are the applications of all applicable reappointment applicants. 4.5 Remaining Commission/Board Vacancies after 12/16/25 appointments Employee Review Board 1/5 Inclusion and Diversity Commission 3/7 Parks and Recreation Commission 2/10 Planning Commission 1/9 Blue Line Cooridor Management Committee 0/2 Blue Line Community Advisory Committee 0/2 Blue Line Business Advisory Committee 2/3 West Metro Fire-Rescue District Board of Directors 0/3 Bassett Creek Watershed Management Commission 0/2 Shingle Creek Watershed Management Commission 0/2 Charter Commission 1/9 Sustainability Commission 3/12 *Mary Cameron’s Employee Review Board seat is shown as filled. She was unable to submit her reappointment application due to a medical emergency; her reappointment will be brought forward in the New Year once the application is received. 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 COUNCIL STAFF REPORT DATE: December 10, 2025 FROM: City Manager Adam R. Bell TO: Mayor and City Council RE: Adoption of a resolution appointing Jeff Kolb as public representative to the West Metro Fire-Rescue District Board of Directors 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 •The seventh member who is mutually agreed on and appointed by both the Crystal and New Hope City Councils. The current Crystal citizen representative is Jeff Kolb. Mr. Kolb’s current two-year term expires Dec. 31, 2025. Mr. Kolb has applied for reappointment, and it is recommended that the council reappoint Jeff Kolb to this position. Requested City Council Action Staff recommends adoption of the attached resolution reappointing Jeff Kolb as the Crystal citizen representative to the West Metro Fire-Rescue District Board for a two-year term expiring Dec. 31, 2027. Attachments Application Resolution Appointing a Citizen Representative to the Board of Directors for the West Metro Fire-Rescue District 4.6 4.6 4.6 4.6 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2025-__ APPOINTING A CITIZEN REPRESENTATIVE 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 District, members are to be appointed by Council resolution; and WHEREAS, Jeff Kolb was first appointed as Crystal’s Citizen Representative on December 17, 2019, reappointed for a second term on December 21, 2021, and reappointed for a third term on December 19, 2023; and WHEREAS, Citizen Representative Kolb’s current term expires December 31, 2025, and he is seeking reappointment as Crystal’s Citizen Representative for another term. NOW, THEREFORE, BE IT RESOLVED, that the Crystal City Council appoints Jeff Kolb as Crystal’s Citizen Representative member of the West Metro Fire-Rescue District’s Board of Directors for a two-year term, effective January 1, 2026 – December 31, 2027. Adopted this 16th day of December 2025. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.6 COUNCIL STAFF REPORT DATE: December 11, 2025 FROM: Kimberly Therres, Assistant City Manager/Human Resource Manager TO: Mayor and City Council City Manager Adam R. Bell RE: 2026 -2027 Labor Agreement with International Union of Operating Engineers (I.U.O.E) Local #49 – Public Works Background The labor agreement with International Union of Operating Engineers (I.U.O.E) Local #49 –Public Works runs through December 31, 2025. City representatives met with the union to negotiate a new agreement. The following are the proposed changes in the 2026-2027 contract: 1.Duration:2 years, 2026 and 2027 2.Wages:Wage range adjustment to align with the City of Crystal Non- Represented Compensation Program, and 4.0% general wage adjustment, employees who are not at the minimum will received the greater of 4% or brought to minimum for 2026 4.0% general wage adjustment for 2027 Modify Article 27.3 – Lead Person The additional compensation will increase and new language will be added to address a differential for the Maintenance III-Mechanic position. 27.3 Management may designate an employee(s) to assume the full duties and responsibilities of lead person. Lead person position will be assigned on a yearly basis and shall receive additional compensation. Effective January 1, 2024, 2026, the additional compensation for lead person will be $2.10 $2.75 per hour. The Maintenance Worker III-Mechanic shall receive additional compensation. Effective January 1, 2026, the additional compensation for Maintenance Worker III-Mechanic position will be $3.00 per hour. Said differential may not be pyramided or compounded with the Lead person differential Modify Article 27.4 – Uniforms and Safety Boots/Shoes 4.7 2 Increase the annual allowance by $50 for 2026 and 2027. Allow the full amount to be used towards the purchase of safety boots or shoes. 27.4 Uniforms and Safety Boots/Shoes: Effective January 1, 2026, The Employer will provide an annual allowance of $450.00 $500.00 towards the purchase of uniforms, of which $200.00 $500.00 may be used toward the purchase of safety boots or safety shoes through a vendor approved by the employer. Effective January 1, 2027, the Employer will provide an annual allowance of $550.00 towards the purchase of uniforms, of which $550.00 may be used toward the purchase of safety boots or safety shoes through a vendor approved by the employer. 3. Sick Leave: Language changes to address state law related to earned sick and safe time. Employees claiming sick leave may be required to provide evidence in the form of a certificate from the attending physician or otherwise, of the adequacy of the reason for an employee’s absence during time for which sick leave is given. The documentation provisions referenced in Minn. Stat. 181.9447, subd. 3 shall not apply to paid leave available to an employee for absences from work in excess of the minimum amount required by Earned Sick and Safe Time. Employees are not eligible to utilize leave for the purposes listed under the Earned Sick and Safe Time Act, Minn. Stat. 181.9447, subd. 1, clause (4), if the employee’s preassigned or foreseeable work duties during a public emergency or weather event would require the employee to respond to such an emergency or event unless authorized by a supervisor. 4. Insurance: Add language to address the state paid family and medical leave (PFML) having a 50/50 split for the cost of the premium and allow for the use of sick leave to supplement PFML. Insurance premiums for our pool had an overall cap increase of 9.5% for 2026. As in past practice, the city and employees continue to share in the cost of premiums. The contract will be reopened for negotiating the employer’s contribution for 2027. The following is the proposed changes to the insurance article in the contract: 2026 (Employer Contribution): 2025 Employer Contribution Towards Premium 2026 Monthly Premium HDHP w/HSA Embedded 2026 Monthly Premium HDHP w/HSA Aggregate 2026 Monthly Premium $30 Copay 2026 Employer Contribution Towards Premium Employee Single $1,163.40 $1,016.80 $1,046.30 $1,363.30 $1,254.63 Employee + Spouse $1,930.06 $2,135.30 $2,196.30 $2,862.30 $2,095.30 Employee + Child(ren) $1,836.56 $2,033.80 $2,091.80 $2,725.80 $1.993.80 Family $2,397.06 $2,643.30 $2,718.30 $3,542.80 $2,603.30 4.7 3 There shall be a re-opener on the Employer contributions for 2027 health insurance coverage. 20.7 Effective January 1, 2026, the Employer and employee will split the premiums for the Minnesota Paid Family and Medical Leave or an alternative private plan on a 50/50 basis with the employee share payable through payroll deductions pursuant to Minn. Stat. 266B.14. 20.8 Employees may utilize accrued paid sick leave to supplement PFML not to exceed 100% of the regular wage of the employee. In the event sick leave is exhausted, employees may utilize other accrued paid leave to supplement PFML not to exceed 100% of the regular wage of the employee. Financial Implications The 2026 adopted budget includes sufficient funds for the proposed settlement. The settlement is also consistent with wage settlements of other internal represented and non-represented employee groups, metro area cities, and with council direction. Requested City Council Action A signed copy of the agreement will be at the council dais. Staff recommends approval of the 2026 - 2027 proposed contract with International Union of Operating Engineers (I.U.O.E) Local #49 – Public Works and authorizing the Mayor and City Manager to sign the contract on behalf of the City. 4.7 4 2026-2027 LABOR AGREEMENT BETWEEN THE CITY OF CRYSTAL AND INTERNATIONAL UNION OF OPERATING ENGINEERS LOCAL #49 Effective January 1, 2026 through December 31, 2027 4.7 TABLE OF CONTENTS Article 1 Purpose of Agreement................................................1 Article 2 Recognition ................................................................1 Article 3 Definitions..................................................................1 Article 4 Union Security ...........................................................2 Article 5 Employer Security .....................................................3 Article 6 Employer Authority ...................................................3 Article 7 Employee Rights-Grievance Procedure .....................3 Article 8 Savings Clause ...........................................................6 Article 9 Work Schedules .........................................................6 Article 10 Overtime Pay .............................................................7 Article 11 Compensatory Time ...................................................7 Article 12 Call Back/Standby .....................................................7 Article 13 Legal Defense ............................................................8 Article 14 Right of Subcontract ..................................................8 Article 15 Discipline ...................................................................8 Article 16 Seniority .....................................................................8 Article 17 Probationary Period ...................................................9 Article 18 Safety .........................................................................9 Article 19 Job Posting .................................................................9 Article 20 Insurance ....................................................................10 Article 21 Injury On Duty ...........................................................11 Article 22 Severance ...................................................................12 Article 23 Sick Leave ..................................................................12 Article 24 Vacation Schedule .....................................................12 Article 25 Holidays .....................................................................13 Article 26 Tuition ........................................................................13 Article 27 Wage Schedule...........................................................13 Article 28 Working Out of Classification ...................................15 Article 29 Waiver ........................................................................15 Article 30 Duration .....................................................................16 4.7 1 LABOR AGREEMENT BETWEEN THE CITY OF CRYSTAL AND INTERNATIONAL UNION OF OPERATING ENGINEERS, LOCAL NO. 49 ARTICLE 1 - PURPOSE OF AGREEMENT This agreement is entered into between the City of Crystal, hereinafter called the EMPLOYER, and Local No. 49, International Union of Operating Engineers, hereinafter called the UNION. The intent and purpose of this AGREEMENT is to: 1.1 Establish certain hours, wages and other conditions of employment; 1.2 Establish procedures for the resolution of disputes concerning this AGREEMENT’S interpretation and/or application; 1.3 Specify the full and complete understanding of the parties; and 1.4 Place in written form the parties’ agreement upon terms and conditions of employment for the duration of this AGREEMENT. The EMPLOYER and the UNION, through this AGREEMENT, continue their dedication to the highest quality of public service. Both parties recognize this AGREEMENT as a pledge of this dedication. ARTICLE 2 - RECOGNITION The EMPLOYER recognizes the UNION as the exclusive representative for all employees in the job classifications listed below who are public employees within the meaning of Minn. Stat. 179A.03, Subdivision 14 excluding supervisory, confidential and all other employees: Maintenance I, II, III, and Custodian. ARTICLE 3 - DEFINITIONS 3.1 UNION: The International Union of Operating Engineers, Local No. 49. 3.2 EMPLOYER: The City of Crystal. 3.3 UNION MEMBER: A member of this International Union of Operating Engineers, Local No. 49. 3.4 EMPLOYEE: A member of this exclusively recognized bargaining unit. 4.7 2 3.5 BASE PAY RATE: The employee’s hourly pay rate exclusive of longevity or any other special allowance. 3.6 SENIORITY: Length of continuous service in any of the job classifications covered by Article 2 Recognition. Employees who are promoted from a job classification covered by this AGREEMENT and return to a job classification covered by this AGREEMENT shall have their seniority calculated on their length of service under this AGREEMENT for purposes of promotion, transfer and lay off and total length of service with the EMPLOYER for other benefits under this AGREEMENT. 3.7 SEVERANCE PAY: Payment made to an employee upon honorable termination of employment. 3.8 OVERTIME: Work performed at the express authorization of the EMPLOYER in excess of either eight (8) hours within a twenty-four (24) hour period (except for shift changes) or more than forty (40) hours within a seven (7) day period. 3.9 CALL BACK: Return of an employee to a specified work site to perform assigned duties at the express authorization of the EMPLOYER at a time other than an assigned shift. An extension of or early report to an assigned shift is not a call back. ARTICLE 4 - UNION SECURITY In recognition of the UNION as the exclusive representative, the EMPLOYER shall: 4.1 Deduct each payroll period an amount sufficient to provide the payment of dues established by the UNION from the wages of all employees authorizing in writing such deduction, and 4.2 Remit such deduction to the appropriate designated officer of the UNION. 4.3 The UNION may designate certain employees from the bargaining unit to act as stewards and shall inform the EMPLOYER in writing of such choice. 4.4 The UNION agrees to indemnify and hold the Employer harmless against any and all claims, suits, orders, or judgments brought or issued against the City as a result of any action taken or not taken by the City under the provisions of this Article. 4.7 3 ARTICLE 5 - EMPLOYER SECURITY The UNION agrees that during the life of this AGREEMENT it will not cause, encourage, participate in or support any strike, slow down, other interruption of or interference with the normal functions of the EMPLOYER. ARTICLE 6 - EMPLOYER AUTHORITY 6.1 The EMPLOYER retains the full and unrestricted right to operate and manage all personnel, facilities, and equipment; to establish functions and programs; to set and amend budgets; to determine the utilization of technology; to establish and modify the organizational structure; to select, direct and determine the number of personnel; to establish work schedules; and to perform any inherent managerial function not specifically limited by this AGREEMENT. 6.2 Any term and condition of employment not specifically established or modified by this AGREEMENT shall remain solely within the discretion of the EMPLOYER to modify, establish, or eliminate. ARTICLE 7 - EMPLOYEE RIGHTS-GRIEVANCE PROCEDURE 7.1 Definition of a Grievance A grievance is defined as a dispute or disagreement as to the interpretation or application of the specific terms and conditions of this AGREEMENT. 7.2 Union Representatives The EMPLOYER will recognize representatives designated by the UNION as the grievance representatives of the bargaining unit having the duties and responsibilities established by this Article. The UNION shall notify the EMPLOYER in writing of the names of such UNION representatives and of their successors when so designated. 7.3 Processing of a Grievance It is recognized and accepted by the UNION and the EMPLOYER that the processing of grievances as hereinafter provided is limited by the job duties and responsibilities of the EMPLOYEES and shall therefore be accomplished during normal working hours only when consistent with such EMPLOYEE duties and responsibilities. The aggrieved EMPLOYEE and the UNION Representative shall be allowed a reasonable amount of time without loss in pay when a grievance is investigated and presented to the EMPLOYER during normal working hours provided the EMPLOYEE and the UNION Representative have notified and received the approval of the designated supervisor who has determined that such absence is reasonable and would not be detrimental to the work programs of the EMPLOYER. Beginning at Step 1, all 4.7 4 grievances shall be in writing on a form mutually agreed upon by the EMPLOYER and the UNION. 7.4 Procedure Grievances, as defined by Section 7.1, shall be resolved in conformance with the following procedure: Step 1. An EMPLOYEE claiming a violation concerning the interpretation or application of this AGREEMENT shall, within twenty- one (21) calendar days after such alleged violation has occurred, present such grievance to the EMPLOYEE’S supervisor as designated by the EMPLOYER. The EMPLOYER- designated representative will discuss and give an answer to such Step 1 grievance within ten (10) calendar days after receipt. A grievance not resolved in Step 1 and appealed to Step 2 shall be placed in writing setting forth the nature of the grievance, the facts on which it is based, the provision or provisions of the AGREEMENT allegedly violated, and the remedy requested and shall be appealed to Step 2 within ten (10) calendar days after the EMPLOYER-designated representative’s final answer in Step 1. Any grievance not appealed in writing to Step 2 by the UNION within ten (10) calendar days shall be considered waived. Step 2. If appealed, the written grievance shall be presented by the UNION and discussed with the EMPLOYER-designated Step 2 representative. The EMPLOYER-designated representative shall give the UNION the Employer’s Step 2 answer in writing within ten (10) calendar days after receipt of such Step 2 grievance. A grievance not resolved in Step 2 may be appealed to Step 3 within ten (10) calendar days following the EMPLOYER-designated representative’s final Step 2 answer. Any grievance not appealed in writing to Step 3 by the UNION within ten (10) calendar days shall be considered waived. Step 3. If appealed, the written grievance shall be presented by the UNION and discussed with the EMPLOYER-designated Step 3 representative. The EMPLOYER-designated representative shall give the UNION the EMPLOYER’S answer in writing within ten (10) calendar days after receipt of such Step 3 grievance. A grievance not resolved in Step 3 may be appealed to step 4 within ten (10) calendar days following the EMPLOYER-designated representative’s final answer in Step 3. Any grievance not appealed in writing to Step 4 by the UNION within ten (10) calendar days shall be considered waived. Step 4. A grievance unresolved in Step 3 and appealed in Step 4 shall be submitted to the Minnesota Bureau of Mediation Services. A grievance not resolved in Step 4 may be appealed to Step 5 within ten (10) calendar days following the EMPLOYER’S final answer in Step 4. Any 4.7 5 grievance not appealed in writing to Step 5 by the UNION within (10) calendar days shall be considered waived. Step 5. A grievance unresolved in Step 4 and appealed in Step 5 shall be submitted to arbitration subject to the provisions of the Public Employment Labor Relations Act of 1971, as amended. If the parties cannot agree upon an arbitrator, the selection of an arbitrator shall be made in accordance with the “Rules Governing the Arbitration of Grievances” as established by the Bureau of Mediation Services. 7.5 Arbitrator’s Authority A. The arbitrator shall have no right to amend, modify, nullify, ignore, add to, or subtract from the terms and conditions of this AGREEMENT. The arbitrator shall consider and decide only the specific issue(s) submitted in writing by the EMPLOYER and the UNION, and shall haven no authority to make a decision on any other issue not so submitted. B. The arbitrator shall be without power to make decisions contrary to, or inconsistent with, or modifying or varying in any way the application of laws, rules, or regulations having the force and effect of law. The arbitrator’s decision shall be submitted in writing within thirty (30) days following the close of the hearing or the submission of briefs by the parties, whichever is later, unless the parties agree to an extension. The decision shall be binding on both the EMPLOYER and the UNION and shall be based solely on the arbitrator’s interpretation or application of the express terms of this AGREEMENT and to the facts of the grievance presented. C. The fees and expenses for the arbitrator’s services and proceedings shall be borne equally by the EMPLOYER and the UNION provided that each party shall be responsible for compensating its own representatives and witnesses. If either party desires a verbatim record of the proceedings, it may cause such a record to be made, providing it pays for the record. If both parties desire a verbatim record of the proceedings, the cost shall be shared equally. 7.6 Waiver If a grievance is not presented within the time limits set forth above, it shall be considered “waived.” If a grievance is not appealed to the next step within the specified time limit or any agreed extension thereof, it shall be considered settled on the basis of the EMPLOYER’S last answer. If the EMPLOYER does not answer a grievance or an appeal thereof within the specified time limits, the UNION may elect to treat the grievance as denied at that step and immediately appeal the grievance to the next step. 4.7 6 The time limit in each step may be extended by mutual agreement of the EMPLOYER and the UNION. 7.7 Choice of Remedy If, as a result of the EMPLOYER response in Step 4, the grievance remains unresolved, and if the grievance involves the suspension, demotion, or discharge of an employee who has completed the required probationary period, the grievance may be appealed either to Step 5 of Article 7 or a procedure such as: Personnel Rules and Regulations, Veteran’s Preference, or Fair Employment. If appealed to any procedure other than Step 5 of Article 7, the grievance is not subject to the arbitration procedure as provided in Step 5 of Article 7. The aggrieved employee shall indicate in writing which procedure is to be utilized--Step 5 of Article 7 or another appeal procedure-- and shall sign a statement to the effect that the choice of any other hearing precludes the aggrieved employee from making a subsequent appeal through Step 5 of Article 7. Except that with respect to statutes under the jurisdiction of the United States Equal Employment Opportunity Commission, an employee pursuing a statutory remedy is not precluded from also pursuing an appeal under this grievance procedure. ARTICLE 8 - SAVINGS CLAUSE This AGREEMENT is subject to the laws of the United States, the State of Minnesota, and the signed municipality. In the event any provision of this AGREEMENT shall be held to be contrary to law by a court of competent jurisdiction or administrative rulings from whose final judgment or decree no appeal has been taken within the time provided, or is in violation of legislation or administrative regulations, such provision shall be voided. All other provisions of this AGREEMENT shall continue in full force and effect. The parties agree to immediately meet and negotiate a substitute for the invalidated provision. ARTICLE 9 - WORK SCHEDULES 9.1 The sole authority in work schedules is the EMPLOYER. The normal work day for an employee shall be eight (8) hours. The normal work week shall be forty (40) hours Monday through Friday. 9.2 Service to the public may require the establishment of regular shifts for some employees on a daily, weekly, seasonal, or annual basis other than the normal 7:00-3:30 day. The EMPLOYER will give seven (7) days advance notice to the employees affected by the establishment of work days different from the employee’s normal eight (8) hour work day. 9.3 In the event that work is required because of unusual circumstances such as (but not limited to) fire, flood, snow, sleet, or breakdown of municipal 4.7 7 equipment or facilities, no advance notice need be given. It is not required that an employee working other than the normal work day be scheduled to work more than eight (8) hours, however, each employee has an obligation to work overtime or call backs if requested unless unusual circumstances prevent the employee from so working. 9.4 Service to the public may require the establishment of regular work weeks that schedule work on Saturdays and/or Sundays. ARTICLE 10 - OVERTIME PAY 10.1 Hours worked in excess of eight (8) hours within a twenty-four (24) hour period (except for shift changes) or more than forty (40) hours within a seven (7) day period will be compensated for at one and one-half (1-1/2) times the employee’s regular base pay rate. All hours worked on December 25 will be compensated for at two (2) times the employee’s base pay rate. In lieu of monetary compensation, an employee may choose to receive compensatory time. 10.2 Overtime will be distributed as equally as practicable. 10.3 Overtime refused by employees will, for record purposes under Article 10.2, be considered as unpaid overtime worked. 10.4 For the purpose of computing overtime compensation, overtime hours worked shall not be pyramided, compounded, or paid twice for the same hours worked. ARTICLE 11 - COMPENSATORY TIME Comp Time - An employee may earn compensatory time off at the rate of one and a half (1-1/2) times in lieu of paid overtime. Comp time designation must be noted on the time card for the period in which overtime was worked. An employee may accrue a maximum of 56 hours of compensatory time. Employees will be able to cash out banked comp time once per calendar year by requesting to do so no later than December 1st of each year. The use of compensatory time shall be in accordance with current vacation practices. ARTICLE 12 -CALL BACK/STANDBY 12.1 Call back: An employee called in for work at a time other than the employee’s normal scheduled shift will be compensated for a minimum of three (3) hours’ pay at one and one-half (1-1/2) times the employee’s base pay rate. 4.7 8 12.2 Standby: Employees required by the EMPLOYER to standby for a seven (7) consecutive day period will be paid for twelve (12) hours of straight time pay; fifteen (15) hours when a holiday falls within the seven-day period; seventeen (17) hours when two holidays fall within the seven-day period. An employee assigned to standby who is called in for work at a time other than the employee’s normal overtime scheduled shift will be compensated for a minimum of three (3) hours’ pay at one and one-half (1-1/2) time the employee’s base pay rate. ARTICLE 13 - LEGAL DEFENSE Any employee who is charged a traffic violation, ordinance violation or criminal offense arising from acts performed within the scope of the employee’s employment, when such act is performed in good faith and under direct order of the employee’s supervisor, shall be reimbursed for reasonable attorney’s fees and court costs actually incurred by such employee in defending against such charge. ARTICLE 14 - RIGHT OF SUBCONTRACT Nothing in this AGREEMENT shall prohibit or restrict the right of the EMPLOYER from subcontracting work performed by employees covered by this AGREEMENT. ARTICLE 15 - DISCIPLINE 15.1 The EMPLOYER will discipline employees only for just cause. 15.2 An employee(s) will not be required to participate in an investigatory interview by the EMPLOYER where the information gained from the interview could lead to the discipline of the employee(s) unless the employee(s) is given the opportunity to have a union representative present at the interview to act as a witness for the employee(s). ARTICLE 16 - SENIORITY 16.1 Seniority will be the determining criterion for transfers, promotions and lay off only when all job-relevant qualification factors are equal. 16.2 Seniority will be the determining criterion for recall when the job-relevant qualification factors are equal. Recall rights under this provision will continue for twenty-four (24) months after lay off. Recalled employees shall have ten (10) working days after notification of recall by registered 4.7 9 mail at the employee’s last known address to report to work or forfeit all recall rights. ARTICLE 17 - PROBATIONARY PERIOD 17.1 All newly hired or re-hired employees will serve a one-year probationary period. 17.2 For promotions within a job classification series (i.e. from Maintenance I to Maintenance II), the probationary period will be six months. 17.3 At anytime during the probationary period, a newly hired or re-hired employee may be terminated at the sole discretion of the EMPLOYER. 17.4 At anytime during the probationary period, a promoted or reassigned employee may be demoted or reassigned to the employee’s previous position at the sole discretion of the EMPLOYER. ARTICLE 18 - SAFETY The EMPLOYER and the UNION agree to jointly promote safe and healthful working conditions, to cooperate in safety matters and to encourage employees to work in a safe manner. ARTICLE 19 - JOB POSTING 19.1 The EMPLOYER and the UNION agree that permanent job vacancies within the Maintenance I, II or III job classifications within designated bargaining unit shall be filled based on the concept of promotion or transfer from within provided that applicants: 19.1(1) have the necessary qualifications to meet the standards of the job vacancy; and 19.1(2) have the ability to perform the duties and responsibilities of the job vacancy. 19.2 Employees filling a higher job class based on the provisions of this Article shall be subject to the conditions of Article 17 - Probationary Period. 19.3 The EMPLOYER has the right of final decision in the selection of employees to fill posted jobs based on qualifications, abilities and experience. 4.7 10 19.4 Job vacancies within the designated bargaining unit will be posted for five (5) working days so that members of the bargaining unit can be considered for such vacancies. ARTICLE 20 INSURANCE 20.1 Effective January 1, 2026, the Employer will contribute up to a maximum of $2,603.30 per month for family (employee plus spouse and children) health insurance coverage. Effective January 1, 2026, the Employer will contribute up to a maximum of $2,095.30 per month for employee plus spouse health insurance coverage. Effective January 1, 2026, the Employer will contribute up to a maximum of $1,993.80 per month for employee plus children health insurance coverage. Effective January 1, 2026, the Employer will contribute up to a maximum of $1,254.63 per month for employee single health insurance coverage. There shall be a re-opener on the Employer contributions for 2027 health insurance coverage. For Employees choosing single health insurance coverage or who waive coverage as provided in Article 20.4, the Employer will contribute an additional thirty-seven dollars ($37.00) per month toward the cost of dental insurance. The Employer will contribute the cost of $20,000 life insurance for each eligible employee. 20.2 Additional life insurance can be purchased by the employees at the employee’s expense to the extent allowed under the employer’s group policy. 20.3 Employees may elect to participate in the employer’s flexible benefit plan. 20.4 An employee who is covered elsewhere may waive coverage under the City’s health insurance plan. Employees so choosing will be eligible for $225 per month in lieu of coverage. To be eligible, the Employee must provide proof of health insurance. 20.5 Effective January 1, 2015, all EMPLOYEES shall be eligible for a Retirement Health Savings Account (the “Plan”). The Employer shall contribute: 4.7 11 - $50 per month per employee - For employees hired before July 1, 1989 and qualify for the “Rule of 90” according to the Public Employees Retirement Association shall receive a one-time lump sum contribution of the present value of funds set aside for each employee for previous retiree insurance program. Employee contributions to the Plan include: - Employees who maintain a minimum balance of 120 hours in their sick leave bank shall contribute 36 hours per year of sick leave to the Plan. Or - Employees who maintain a minimum balance of 960 hours in their sick leave banks shall contribute 60 hours per year. - Employees will contribute 100% of their severance pay to their Retirement Health Savings Account. 20.6 In the event the health insurance provisions of the Agreement fail to meet the requirements of the Affordable Care Act and its related regulations or cause the Employer to be subject to a penalty, tax or fine, the Union and the Employer will meet immediately to bargain over alternative provisions so as to comply with the Act and avoid any penalties, taxes or fines for the Employer. 20.7 Effective January 1, 2026, the Employer and employee will split the premiums for the Minnesota Paid Family and Medical Leave or an alternative private plan on a 50/50 basis with the employee share payable through payroll deductions pursuant to Minn. Stat. 266B.14. 20.8 Employees may utilize accrued paid sick leave to supplement PFML not to exceed 100% of the regular wage of the employee. In the event sick leave is exhausted, employees may utilize other accrued paid leave to supplement PFML not to exceed 100% of the regular wage of the employee. ARTICLE 21 - INJURY ON DUTY When an employee is injured on duty and has a long-term disability the employee must take the first ten (10) days from his or her own accrued sick leave and thereafter, the City of Crystal will pay full wages for the next sixty (60) working days with no loss in accrued sick leave, pending doctor’s authorization. During this period of illness, all monies received from Worker’s Compensation shall be turned over to the City of Crystal. 4.7 12 ARTICLE 22 - SEVERANCE Employees terminating their employment with the City with ten (10) years or more of continuous service, except employees who are discharged for cause, will be paid forty percent (40%) of the employee’s accumulated sick leave to a maximum cap of 960 hours. ARTICLE 23 - SICK LEAVE All full-time employees in the classified service will accrue eight (8) hours sick leave per month. No accrued sick leave can be used during the first six (6) months of employment. Sick leave may be granted only for the absence from duty because of illness, doctor’s appointments, dental appointments, legal quarantine, or death or serious illness in the immediate family. Employees claiming sick leave may be required to provide evidence in the form of a certificate from the attending physician or otherwise, of the adequacy of the reason for an employee’s absence during the time for which sick leave is granted. The documentation provisions referenced in Minn. Stat. 181.9447, subd. 3 shall not apply to paid leave available to an employee for absences from work in excess of the minimum amount required by Earned Sick and Safe Time. An EMPLOYEE, or a person designated by the EMPLOYEE, is expected to notify his supervisor by the start of the shift on the first day of their absence by reason of illness or accident. Failure to notify the City of Crystal as outlined above may be cause for disciplinary action. Employees are not eligible to utilize leave for the purposes listed under the Earned Sick and Safe Time Act, Minn. Stat. 181.9447, subd. 1, clause (4), if the employee’s preassigned or foreseeable work duties during a public emergency or weather event would require the employee to respond to such an emergency or event unless authorized by a supervisor. ARTICLE 24 - VACATION SCHEDULE All full-time employees will accrue vacation based on the following schedule: 0 through 5 completed years of service: 12 days earned per year After 5 years completed service through 10 years completed service: 17 days earned per year Starting on year 11 and each additional year following: 4.7 13 1 additional day earned per year not to exceed 24 days (Years of service are based upon each employee’s anniversary of hire date.) No accrued vacation may be taken during the first six (6) months of employment. Each employee must expend a minimum of eighty (80) hours of vacation time each year. Additional earned vacation time may be accumulated and carried over to the following year. Such accumulation including the current vacation earned, from year to year may not exceed 240 hours. All vacation leave must be approved forty-eight (48) hours in advance by the employee’s supervisor and department head. ARTICLE 25 - HOLIDAYS 25.1 The employer will provide thirteen (13) paid holidays as follows: 1) New Year’s Day - January 1 2) Martin Luther King, Jr. Day - third Monday in January 3) Presidents’ Day - third Monday in February 4) Memorial Day - last Monday in May 5) Juneteenth – June 19 6) Independence Day - July 4 7) Labor Day - first Monday in September 8) Veteran’s Day - November 11 9) Thanksgiving Day - fourth Thursday in November 10) Day after Thanksgiving - Friday following Thanksgiving 11) Christmas Day - December 25 12) Two Personal/Floating Holidays (8 hours each), upon selection by employee and must be used in a lump sum within the calendar year or lose it. Use of personal/floating holiday is in accordance with current vacation request practices. When a holiday is on Saturday, it will be observed on Friday; when a holiday is on Sunday, it will be observed on Monday. ARTICLE 26 – TUITION Reimbursement of 60% of tuition and books for a “C” or better grade in job approved courses per City Policy. ARTICLE 27 - WAGE SCHEDULE 27.1 Maintenance I, Maintenance II, Maintenance III, and Custodian job classifications are part of the City of Crystal Compensation Plan with minimum, middle, and maximum salary ranges. Bargaining unit employees will be eligible for merit increases in accordance with City of Crystal Non-Represented Compensation Program. 4.7 14 Effective January 1, 2026, the general wage increase will be 4%. Employees who are not at the minimum will receive the greater of 4% or brought to minimum, and effective January 1, 2027, the general wage increase will be 4%. 2026 Salary Ranges: Year Grade Position Minimum Mid Maximum 2026 4 Custodian $26.07 $29.98 $33.89 2026 6 Maintenance I $30.13 $34.65 $39.17 2026 7 Maintenance II $32.24 $37.07 $41.91 2026 8 Maintenance III $34.82 $40.04 $45.26 2027 Salary Ranges: Year Grade Position Minimum Mid Maximum 2027 4 Custodian $27.11 $31.18 $35.25 2027 6 Maintenance I $31.33 $36.03 $40.73 2027 7 Maintenance II $33.53 $38.55 $43.58 2027 8 Maintenance III $36.21 $41.64 $47.07 27.2 Seasonal/Temporary Employees Employees employed by the employer on a seasonal or temporary basis for no more than 180 calendar days per calendar year either in a full-time or part-time capacity (more than 14 hours per week) will be paid at a rate to be determined by the employer for the term of their employment. Such employees will not be eligible for any benefits under this agreement except those which may be required by law. 27.3 Lead Person: Management may designate an employee(s) to assume the full duties and responsibilities of lead person. Lead person position will be assigned on a yearly basis and shall receive additional compensation. Effective January 1, 2026, the additional compensation for lead person will be $2.75 per hour. The Maintenance Worker III-Mechanic shall receive additional compensation. Effective January 1, 2026, the additional compensation for Maintenance Worker III-Mechanic position will be $3.00 per hour. Said differential may not be pyramided or compounded with the Lead person differential. 27.4 Uniforms and Safety Boots/Shoes: Effective January 1, 2026, the Employer will provide an annual allowance of $500.00 towards the purchase of uniforms, of which $500.00 may be used toward the purchase of safety boots or safety shoes through a vendor approved by the employer. Effective January 1, 2027, the Employer will provide an annual allowance of $550.00 towards the purchase of uniforms, 4.7 15 of which $550.00 may be used toward the purchase of safety boots or safety shoes through a vendor approved by the employer. Employer will provide up to $25.00 per year towards the cost of uniform rental through the uniform rental vendor approved by the employer. All employees are required to wear a uniform (with City of Crystal logo) and applicable personal protective equipment, including safety boots or safety shoes. The logo must be visible on the employee’s outer garment except during extreme work conditions. The Employer will pay for the cost of adding the logo. Employees will be responsible for uniform maintenance for purchased items. Employees will have the option of applying the allowance towards a service agreement for uniforms with a vendor approved by the employer. The employer will reimburse employees up to $50 every two years towards purchase of prescription safety glasses for use on the job in Crystal. Receipts will be required prior to reimbursement. 27.5 Bucket Truck Employees specifically assigned by the EMPLOYER to perform duties in the Bucket Truck shall be paid an additional $.75 per hour for the number of hours the employee is so assigned. 27.6 Class A The employer will pay $25.00 on or around June 1 every year towards the cost of maintaining a Class A license for employees who elect to maintain a Class A license. ARTICLE 28 - WORKING OUT OF CLASSIFICATION 28.1 Employees required by the EMPLOYER and who are adjudged by the EMPLOYER to be qualified to operate an excavator or front end loader with a gross vehicle weight of 26,000 requiring a commercial vehicle license for operation will be paid $.75 per hour for those hours assigned to the unit. 28.2 The EMPLOYER will only allow full-time permanent employees to operate any equipment (excluding motor vehicles) that is rated at 39 horse power or greater. ARTICLE 29 - WAIVER 29.1 Any and all prior agreements, resolutions, practices, policies, rules and regulations regarding terms and conditions for employment, to the extent inconsistent with the provisions of this AGREEMENT are hereby superseded. 4.7 16 29.2 The Parties mutually acknowledge that during the discussions which resulted in this AGREEMENT, each had the unlimited right and opportunity to make demands and proposals with respect to any terms or condition of employment not removed by law from bargaining. All agreements and understandings arrived at by the parties are set forth in writing in this AGREEMENT for the stipulated duration of this AGREEMENT. The EMPLOYER and the UNION each voluntarily and unqualifiedly waives the right to meet and negotiate regarding any and all terms and conditions of employment referred to or covered in this AGREEMENT or with respect to any term or condition of employment not specifically referred to or covered by this AGREEMENT, even though such terms or conditions may not have been within the knowledge or contemplation or either or both parties at the time this contract was negotiated or executed. ARTICLE 30 - DURATION 30.1 This AGREEMENT shall be effective as of January 1, 2026, and shall remain in full force and effect until the thirty-first (31st) day of December 2027. In WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on this _____ day of _______________________, 2025. 30.2 Retroactive pay and benefits shall be paid only to employees employed as of the date of Employer approval of the successor collective bargaining agreement. FOR THE CITY OF CRYSTAL FOR THE INTERNATIONAL UNION OF OPERATING ENGINEERS, LOCAL NO. 49: ______________________________ __________________________________ Julie Deshler, Mayor Ron Boesel, Area Business Representative ______________________________ __________________________________ Adam R. Bell, City Manager Ryan Davies, Business Mgr. ______________________________ Randall Ek, Union Steward 4.7 Memorandum DATE: December 11, 2025 TO: Mayor and City Council FROM: Adam R. Bell, City Manager SUBJECT: Annual Elections for the 2026 Insurance Policy Background As part of the annual insurance renewal process, the City Council must determine whether to waive the statutory limit on tort liability and provide workers' compensation insurance for the City Council. Liability Insurance: The city must select one of the following options for the statutory tort limit on liability claims: 1.Do not waive the statutory tort limit. In this case, no individual will be able to recover more than $500,000 from the city. For accidents or incidents in which multiple persons have claims against the city, the total for all claimants will be limited to $1,500,000. 2.Waive the statutory tort limit, but do not purchase excess liability insurance. In this case, an individual will be able to recover up to $2,000,000 from the city. For accidents or incidents in which multiple persons have claims against the city, the total for all claimants will still be limited to $2,000,000. Workers' Compensation Insurance for City Council Members: Unlike city employees, elected officials are not automatically covered by the workers' compensation law. Cities wishing to cover elected officials need to adopt a resolution indicating the elected officials will be covered by workers' comp. This coverage provides that a city council member who is injured while conducting city business would receive workers' compensation benefits. While the risk of such an injury is low, the benefits would be important to the individual if it happened. The cost of this coverage is minimal, and the city has historically opted for this coverage. Insurance Agent: The City of Crystal has used the Nesbit Agencies as its insurance agent for many years. A flat fee is paid to the agent instead of a commission. I recommend staying with the Nesbit Agencies as they are responsive, their service has been good, and their agents have developed the knowledge of the city required to effectively represent the city's interests. Recommendation: Recommend approval of the attached resolution electing not to waive the tort liability limit, providing workers' compensation coverage for the City Council, and remaining with Nesbit Agencies as the city's insurance agent. Attachment: Resolution Making Annual Elections for the City's 2026 Insurance Policy 4.8 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2025 – ___ RESOLUTION MAKING ANNUAL ELECTIONS FOR THE CITY'S 2026 INSURANCE POLICY WHEREAS, the City of Crystal must declare whether or not to waive the statutory limit on tort liability established by Minnesota Statutes 466.04, and WHEREAS, the City of Crystal must declare whether or not to provide workers' compensation insurance for elected officials, and WHEREAS, the City of Crystal must appoint the insurance agent that will represent the city in dealing with the League of Minnesota Cities Insurance Trust. NOW, THEREFORE, BE IT RESOLVED by the City Council that the City of Crystal does not waive the statutory limit on tort liability established by Minnesota Statutes 466.04 for its 2026 insurance policy. BE IT FURTHER RESOLVED that the City of Crystal elects to provide workers' compensation insurance for members of the City Council while conducting city business. BE IT FURTHER RESOLVED that the City of Crystal appoints the Nesbit Agencies as its agent of record for purchasing insurance policies. Adopted this 16th day of December 2025. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.8 COUNCIL STAFF REPORT DATE: December 11, 2025 TO: Mayor and City Council FROM: City Manager Adam R. Bell RE: Charitable Gambling Funds Update Background The current financial data for the City’s Charitable Gambling Fund is: 2025 Charitable Gambling Funds 2025 Revenue YTD Amount VFW POST 494 $ 50,000 WMFRD RELIEF ASSOC $ 29,300 Total $ 79,300 Expenditures YTD Frolics - Pass Through $ 16,000 Frolics - Inflatables $ 9,588 Frolics - Audio $ 8,000 Frolics - Misc $ 4,778 Veterans Memorial $ 15,749 Food Shelves $ 6,000 Total $ 60,115 Net Change - Increase/(Decrease) $ 19,185 Cash Balance Jan 1 $ 124,458 Cash Balance Current $ 143,643 The figures above do not include any recreational programming and events since September 30, such as Winterfest, etc. These costs will be relatively minor. There are an additional $10,000 that are pass through funds intended for Frolics. Requested City Council Action No action is requested at this time. However, if the Council wishes to provide any updated direction, this item can be pulled for discussion, and at that time, the council may do so. 4.9 COUNCIL STAFF REPORT DATE: December 16, 2025 FROM: Jesse Struve PE, Director of Public Works / City Engineer TO: Mayor and City Council City Manager Adam R. Bell CC: RE: Stormwater Pollution Prevention Plan (SWPPP) Public Hearing Background The Municipal Separate Storm Sewer System (MS4) permit allows communities to discharge storm water runoff to receiving waters. The Stormwater Pollution Prevention Plan (SWPPP) is a document which outlines how the city will work toward reducing pollution in rainwater runoff. There will be a presentation that outlines the plan requirements and allows time for the public to make comments. These comments will be recorded and addressed in the final SWPPP report that will be submitted in June 2026. 6.1 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 December 16 Meeting) DATE: December 10, 2025 RE: Consider first reading of an ordinance rezoning the property at 7000 – 56th Avenue to Town Center - Planned Development for a proposed apartment building 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. 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.Site plan (44 sheets) 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 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. 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. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 9 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. 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’) 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 9 ▪ 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. 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 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 9 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. • 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 H. • 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 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 9 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 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. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 9 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 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. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 8 OF 9 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 H. 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. 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. 7.1 7 000 – 56th AVENUE NORTH – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 9 OF 9 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. The applicant anticipates starting construction of the building in Spring 2026, with completion in late 2027. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at the January 6th Council meeting in which the lot consolidation and easement vacation request will also be considered. 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 - _____ 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: _________ Second Reading and Adoption: _________ Publication: ________________________ Effective Date: _____________________ 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 H7.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.0011.25.20257000 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 8Â°0.900102723.1MH - 1ft Bottom6CYLSingleBLADE DOWN MEDIUM 11W 3000K 45Â°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 City of Crystal Strategic Plan Progress Report 2025-2027 7.2 Strategic Goals Strategic Initiatives Status 1. Engage a consultant to facilitate a long-term, comprehensive community vision (CCV). 2. Include a community-wide engagement plan for CCV that includes stakeholders. 3. Conduct regular council work sessions to update near-term strategic plan. Engage consultant by Q4 2025.1 + Conduct community engagement during spring and summer of 2026. ─ Hold strategic planning work session in Q1 2026. ─ Complete CCV by July 2027/end of 2026. 1 ─ Notes: 1. CCV Consultant will be engaged in Q1 2026. Key Complete ✓ On track » Started + Not Started ─ Stopped X 7.2 Strategic Goals Strategic Action Initiative Status 1. Utilize franchise fees to diversify and strengthen our infrastructure funding and close the gap on street capital funding needs. Implement utility franchise fees by Q3 2026. » Notes: Strategic Goals Strategic Action Initiatives Status 2. Pursue additional outside funding for large infrastructure improvements. Increase ratio of General Fund to non-tax revenue. + Secure outside funding for county road updates; JWC system improvements; bike and pedestrian improvements; park improvements; public safety. ─ Notes: 7.2 Strategic Goals Strategic Action Initiatives Status 3. Replenish General Fund balance. 4. Modify General Fund balance policy. Maintain or improve target of 2030/2031 for OSA/City Fund Balance Rate compliance. » Lower Fund Balance target to 40% by end of 2025.1 ✓ Notes: 2. Fund Balance Policy modified 9/2/25 Strategic Goals Strategic Action Initiative Status 5. Update utility rate study to ensure enterprise funds are adequate. Conduct utility rate study in 2026. ─ Notes: Strategic Goals Strategic Action Initiative Status 6. Identify department operational efficiencies to increase value and effectiveness. Develop efficiency analysis by July 2026. ─ Notes: Strategic Goals Strategic Action Initiative Status 7. Implement classification and compensation plan for all employees. Implement compensation plan by end of 2025.2 » Notes: 3. Proposed comp plan used for labor negotiations and 2026 budget for wages. 7.2 Strategic Goals Strategic Action Initiative Status 8. Implement Euna OpenBook for public budget information. Launch Public OpenBook by end of Q4 2025/Q1 2026.3 » Notes: 4. OpenBook provided for City Council. Will provide to the public at year-end, and will continue to develop and expand use. 7.2 Strategic Goals Strategic Action Initiative Status 1. Identify and address engagement gaps, including business community. Work with I&DC to identify engagement gaps. ─ Notes: Strategic Goals Strategic Action Initiatives Status 2. Develop new and enhance existing inclusive community events. Add signature experiences that make the event “uniquely Crystal.” ─ Add cultural performances reflecting community diversity. ─ Encourage residents to share photos with custom hashtags. ─ Consider hiring a recreation event coordinator to assist in implementing enhancements to community events. ─ Notes: 7.2 Strategic Goals Strategic Action Initiatives Status 3. Survey the community and organization. Conduct a more robust community survey. ─ Increased rate of survey participation. ─ Solicit additional employee feedback. ─ Determine % of residents who report feeling safe in the community in 2026 and increase rate in 2027. ─ Determine % of residents who report a positive quality of life in 2026 and increase rate in 2027. ─ Track and increase number of positive social media engagements in response to placemaking, public art, and other beautification projects. ─ Notes: Strategic Goals Strategic Action Initiatives Status 4. Improve communications and website transparency. Develop monthly e-newsletter.4 ✓ Leverage OpenBook to inform public.5 + Produce annual State of the City report. ─ Produce strategic plan progress report. » Notes: 5. Crystal Close-up started Nov. 2025. 6. OpenBook provided for City Council. Will provide to the public at year-end, and will continue to develop and expand use. 7.2 Strategic Goals Strategic Action Initiative Status 5. Create branding campaign in line with CCV to market and promote new image for the city. Work with CCV consultant on marketing campaign. ─ Notes: Strategic Goals Strategic Action Initiatives Status 6. Improve multimodal transportation options. Conduct a comprehensive walkability audit involving resident feedback to identify barriers (e.g., missing sidewalks, poor lighting, accessibility issues). ─ Improve walk/transit/bike scores by 2030. ─ Complete safety and aesthetic upgrades to public spaces based on resident input (e.g., sidewalks, crosswalks, lighting, etc.). ─ Notes: 7.2 Strategic Goals Strategic Action Initiatives Status 7. Enhance neighborhood and individual recognition. 8. Establish a “community ideas fund” to support small, resident-driven beautification or safety projects, with transparent selection criteria. 9. Develop additional placemaking and public art installations. 10. Develop funding strategies to fund future projects to reduce barriers. Launch a “Pride of Crystal” award to recognize neighborhoods or individuals enhancing community spirit and safety. ─ Establish community ideas fund by 2027. ─ Notes: Strategic Goals Strategic Action Initiatives Status 11. Increase commercial code enforcement. Track number of community-generated projects funded and completed. ─ Develop and hire commercial and building inspector position to proactively focus on commercial districts.6 + Track number of commercial cases and clearance rate. ─ Review compliance of all conditional use permits. ─ Notes: 7. 2026 Final Budget included addition of the Commercial and Building Inspector 7.2 Strategic Goals Strategic Action Initiative Status 12. Develop a Climate Action Plan. Adopt Climate Action Plan by Q3 2026.7 » Notes: 8. paleBLUEdot was hired using MPCA Grant funding to help facilitate CAP. 7.2 Strategic Goals Strategic Action Initiatives Status 1. Engage planning consultant to prepare a Town Center Vision Plan. 2. Develop zoning recommendations for Town Center/TC-PD to implement the Town Center Vision Plan. 3. Improve roads and infrastructure to support Town Center Vision Plan and other development. Complete the Town Center Vision Plan by Dec. 31, 2025.8 » Zoning recommendations from Town Center Vision in effect by June 3, 2026. » Improve beautification efforts in Town Center. ─ Install landscaping and other beautification as part of the Douglas Drive modernization project by 2028. ─ Bury the overhead utilities and install landscaping and other beautification as part of the reconstruction of 42nd Ave. by 2032 (county project). ─ Replace Douglas/West Broadway intersection with a roundabout by 2036. ─ Notes: 9. Council has held two work sessions with planning consultants on TCV P. Second plan survey to be released 12/15/25. 7.2 Strategic Goals Strategic Action Initiatives Status 4. Update Long-term Capital Plan, including future park improvement plans and Fire Stations. 5. Develop affordable but aggressive Street/Utility plans. Track number and type of infrastructure improvements completed yearly. ─ Street/Utility Plan funding sufficient at 30- 50-year replacement schedule.9 » Play area funding sufficient to achieve 20-year replacement schedule.9 » Complete an updated park system master plan by 2028 to assure park improvements continue to meet community needs.10 + Notes: 10. 2026-2035 Long Term Plan and pursuit of revenue diversification addresses this initiative. 11. 2026-2035 Long Term Plan included park updates and revisions. Additional review of Park Master Plan will occur in 2026. Strategic Goals Strategic Action Initiative Status 6. Monitor upcoming redevelopment opportunities. 7. Promote redevelopment and economic density. Report to EDA on redevelopment opportunities to coordinate with property owners and developers. ─ Notes: 7.2 Strategic Goals Strategic Action Initiative Status 8. Improve Urban Tree Canopy. Use tree inventory to prioritize urban canopy areas of need and track number of trees planted.12 + Notes: 12. Public Tree Inventory is well underway. Have moved to the next phase, studying the interior public canopy. Strategic Goals Strategic Action Initiative Status 9. Work with Metro Transit on Blue Line Station Design / Amenities / Improvements. Advocate for aesthetic and safety improvements for Bass Lake Road Station. 13 + Notes: 13. Staff has presented proposed preliminary Station designs to Council. Relaying feedback to Metro Transit and advocating for desired changes. 7.2 Please hand this form to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is: Name: Address:_ �� ! �'1/ Zip Code: II Date: [ Day Phone (optional)I:: l� �n V Email (optional): '4 /�� 14 Thank you for your attendance and participation. rlease hand this Corm to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is: ( 4.'=" .. rin Name Address: DJ Zip Code: � - Date:. 1 t6 r Day Phone (optional): Email (optional): �cV 5 Thank you for your attendance and participation.