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2026.02.17 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Feb. 13, 2026 City Council Meeting Schedule Tuesday, Feb. 17, 2026 Time Meeting Location 6:30 p.m. City council work session to discuss: 1. Community Development quarterly update.* 2. Constituent issues update.* 3. City manager update.* 4. Council liaison reports.* 5. New business.* 6. Announcements.* Council Chambers/Zoom 7 p.m. City council meeting Council Chambers/Zoom Immediately following the city council meeting Economic Development Authority (EDA) meeting Council Chambers/Zoom Immediately following the EDA meeting Continuation of city council work session, if necessary Council Chambers/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, regular meeting and EDA meeting. Time: Feb. 17, 2026, 6:30 p.m., Central Time (US and Canada) Join Zoom meeting: https://us02web.zoom.us/j/81688500309?pwd=K9MnepZgMVccqL3VISUuhOBvd1icoe.1 Meeting ID: 816 8850 0309 | Passcode: 4141 Find your local number: https://us02web.zoom.us/u/kcNwdN1EUx 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: Feb. 13, 2026 City Council Work Session Agenda Tuesday, Feb. 17, 2026 | 6:30 p.m. Council Chambers/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, Feb. 17, 2026, at _____ p.m. electronically via Zoom and in the council chambers 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 Economic Development Authority meeting. I. Attendance Council members Staff ____ Kiser ____ Bell ____ Onesirosan ____ Tierney ____ Budziszewski ____ Therres ____ Cummings ____ Elholm ____ Deshler ____ Hubbard ____ Eidbo ____ Kunde ____ Kamish ____ Struve ____ Sutter ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda item s: 1) Community Development quarterly update.* 2) Constituent issues update.* 3) City manager update.* 4) Council liaison reports.* 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: Feb. 13, 2026 City Council Meeting Agenda Tuesday, Feb. 17, 2026 7 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call, and Pledge of Allegiance 2. Approval of Agenda The council will consider approval of the agenda. 3. Appearances 3.1 Chief Hubbard will recognize Sergeant Matthew Wright on his recent promotion.* 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 meeting on Jan. 20, 2026. b. The city council work session on Jan. 20, 2026. 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 accepting a donation. 4.5 Adoption of a resolution recognizing March 2026 as Women’s History Month in the City of Crystal. 4.6 Adoption of a resolution approving the purchase of an excavator for the Public Works Department. 4.7 Adoption of a resolution to approve the Joint Water Commission rate study. 4.8 Adoption of a resolution approving upgrades to the generator at the East Lift Station. 4.9 Adoption of a resolution approving an agreement to replace furnaces in the Crystal Cove Aquatic Center. Page 2 of 3 4.10 Adoption of a resolution to approve updated bylaws for the Parks and Recreation Commission. 4.11 Adoption of a resolution approving plans and specifications and advertisement for bids for improvements in North Lions Park. 4.12 Adoption of a resolution approving plans and specifications and solicitation of quotes for improvements in Forest School and Woodland Parks. 4.13 Adoption of a resolution authorizing Hennepin County Healthy Tree Canopy Grant application. 4.14 Adoption of a resolution approving an Assignment, Assumption, Modification and Release Agreement regarding the Regulatory Agreement and the Subordinate Regulatory Agreement for The Cavanagh Senior Apartments at 5401 51st Ave. N. 5. Open Forum (The city council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for open forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the council during open forum. The council may place items discussed during open forum onto subsequent council meeting agendas.) 6. Regular Agenda 6.1 The council will consider the first reading of an ordinance amending the Town Center - Planned Development rezoning for redevelopment of 7000 56th Ave. N. Yellow Tree Development received Council zoning approval on Jan. 6 to develop a 5-story apartment building on the Wells Fargo site. As they began more detailed work on their building plans, they discovered that the water table was higher than anticipated. For this reason, Yellow Tree has submitted a rezoning amendment application that would result in the building being 6 feet taller. The new plan is also more space-efficient, so the developer is now proposing 178 units (vs. 174) and 262 parking spaces (vs. 257). The main entrance, lobby, and fitness room along Bass Lake Road will remain at the previously approved elevation. The site layout is essentially unchanged. At its Feb. 9 meeting, the Planning Commission held the public hearing and unanimously recommended approval of the rezoning amendment. Council action on first reading is requested. 6.2 The council will receive a presentation of the Town Center Vision Plan and consider approval. During the last several months, staff and the City Council have been working with a consultant to develop a 25-year vision plan for the Town Center area, also known as downtown Crystal, which is generally centered on the intersection of Bass Lake Road and West Broadway. The Town Center Vision Plan establishes a vision that guides redevelopment while respecting market forces, helps potential developers identify appropriate opportunities, and supports the creation of a cohesive, vibrant downtown for Crystal. While the TCVP makes assumptions about which sites would be redeveloped by Page 3 of 3 2040 and 2050, some sites may redevelop sooner than shown, some later than shown, and some may not redevelop at all. It is a guide for what the city would like to see if a particular property becomes available for redevelopment. It is also a guide for future decisions regarding public infrastructure and other investments in the area. Council action is requested to approve the Town Center Vision Plan and direct staff to initiate an amendment to the zoning map to expand the TC district and modify the TC -PD district. 7. Council Comments and Announcements a. The next city council meeting is Tuesday, March 3, at 7 p.m. in the council chambers at city hall and via Zoom. b. The Community Iftar Dinner is Wednesday, March 4, at 6 p.m. at the Crystal Community Center. c. West Metro Fire-Rescue District will host a food drive on Saturday, March 14, from 11 a.m. to 3 p.m. at Crystal ALDI, Almsted’s and Cub Foods and New Hope Hy-Vee. Monetary and nonperishable food donations may also be dropped off March 1 –16 at Fire Station #1 (5354 Douglas Dr. N., Crystal) or Fire Station #3 (4251 Xylon Ave. N., New Hope). d. The city is accepting applications for several volunteer positions on our boards and commissions. We have openings on the Sustainability Commission, Inclusion and Diversity Commission, Planning Commission, Parks and Recreation Commission, Charter Commission, Employee Review Board, and the METRO Blue Line Extension Community and Business Working Group. For more information, please visit go.crystalmn.gov/volunteer. e. City council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 8. Adjournment *Denotes no supporting information included in the packet. Have a great weekend; stay healthy. See you at Tuesday’s meeting. Crystal City Council meeting minutes Jan. 20, 2026 Page 1 of 3 1.Call to Order Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the Crystal City Council meeting was held on Jan. 20, 2026, 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: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. 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, 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. Suspension of Rules Moved by Council Member Eidbo and seconded by Council Member Budziszewski to temporarily suspend the Council Rules to allow the addition of an item following the consent agenda and prior to open forum. Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. Motion carried. 2.Approval of Agenda The council considered approval of the agenda. Moved by Council Member Budziszewski and seconded by Council Member Kamish to approve the agenda as amended. Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. 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 meeting on Jan. 6, 2026. b.The city council work session on Jan. 6, 2026. c.The city council work session on Jan. 8, 2026. 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. 2026-13, approving the 2026 Council Rules. 3.5 Adoption of Resolution No. 2026-14, recognizing February 2026 as Black History Month in the City of Crystal. 4.1(a) Crystal City Council meeting minutes Jan. 20, 2026 Page 2 of 3 3.6 Adoption of the proposed 2026 legislative priorities. 3.7 Adoption of Resolution No. 2026-15, to purchase a play area and picnic shelter for Forest School Park. 3.8 Adoption of Resolution No. 2026-16, to purchase a play area and picnic shelter for Woodland Park. 3.9 Adoption of Resolution No. 2026-17, to purchase new water walk pads and a cargo net for the Crystal Cove Aquatic Center. 3.10 Adoption of Resolution No. 2026-18, authorizing a grant agreement with the Metropolitan Council for the 2026 Private Property Infiltration and Inflow Grant program. 3.11 Adoption of Resolution No. 2026-19, approving a contract agreement with the Minnesota Department of Labor and Industry for a Building Official Training grant. 3.12 Adoption of Resolution No. 2026-20, authorizing a Community Development Block Grant application for the 2027 Iron Horse Park project. 3.13 Adoption of Resolution No. 2026-21, approving the purchase of a 2026 Chevrolet Equinox for Community Development. 3.14 Adoption of Resolution No. 2026-22, authorizing a grant agreement with the Minnesota Department of Public Safety for the Intensive Comprehensive Peace Officer Education and Training (ICPOET) 2026 Program. 3.15 Approval of the summary of the Jan. 6, 2026, closed city council work session. 3.16 Approval of an employment agreement with the city manager for 2026. 3.17 Approval of the reappointment of Joyce Cooper to the Parks and Recreation Commission for a term ending Dec. 31, 2028. Council Member Onesirosan read item 3.5, Resolution No. 2026-14, into the record, recognizing February 2026 as Black History Month in the City of Crystal. Moved by Council Member Kiser and seconded by Council Member Kamish to approve the consent agenda. Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. Motion carried. The council considered a resolution calling for community strength. Council Member Eidbo read the resolution into the record. Moved by Council Member Eidbo and seconded by Council Member Kiser to adopt the following resolution: RESOLUTION NO. 2026 – 23 RESOLUTION CALLING FOR COMMUNITY STRENGTH Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. Motion carried, resolution declared adopted. 4.1(a) Crystal City Council meeting minutes Jan. 20, 2026 Page 3 of 3 4. Open forum The following persons addressed the council: • Burt Orred, 6700 60th Ave. N., regarding the Town Center Survey. • Laureen Boutang, 6812 45th Ave. N., regarding the closing of FAIR School Crystal. 5. Regular Agenda There were no regular agenda business items. 6. Announcements The council and staff made announcements about upcoming events. 7. Adjournment Moved by Council Member Budziszewski and seconded by Council Member Kamish to adjourn the meeting. Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo. Motion carried. The meeting adjourned at 7:22 p.m. ___________________________________ Julie Deshler, Mayor ATTEST: _____________________________________ Chrissy Serres, City Clerk 4.1(a) Crystal City Council work session minutes Jan. 20, 2026 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 Jan. 20, 2026, in the upper community room at city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Kamish, Kiser (arrived at 6:34 p.m.), Onesirosan, Budziszewski (arrived at 6:48 p.m.), Cummings, Deshler and Eidbo. Also present were Damon Farber consultants Rachel Blaseg, Rachel Peterson and Jeff McMenimen. 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, 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, City Planner D. Olson and City Clerk C. Serres. II.Agenda The council and staff discussed the following agenda item: 1)Flock cameras and resolution. At 6:56 p.m., Mayor Deshler recessed the work session. Mayor Deshler reconvened the work session at 7:26 p.m. to continue discussion of the following agenda items: 2)Constituent issues update. 3)Draft Town Center Vision Plan. 4)Council liaison reports. 5)New business. 6)Announcements. III.Adjournment The work session adjourned at 9:48 p.m. Julie Deshler, Mayor ATTEST: Adam R. Bell, City Manager 4.1(b) DATE: February 10, 2026 TO: Adam R. Bell, City Manager City of Crystal City Council FROM: Jodi Bursheim, Contracted Finance Director RE: Expenditures over $25,000 Payee Amount Brin Glass Service Fire Door Replacement $27,605.00 Waste Management (HRG) New Hope, Brooklyn Center, and Crystal December Recycling $163,629.00 Harris St Paul Inc Public Works Heating System Engineering & Design $33,136.00 Metropolitan Council Wastewater Services for February $178,425.72 Municipal Builders Inc JWC Pump House Improvements (Pass-Through Cost )$38,223.25 Nick's Tree Service Inc Tree Removals $54,130.00 WSB LLC 2026 Utility Reconstruction, GIS Migration, & Park Design $50,797.73 Core & Main LP Annual Sensus Software Subscription $25,088.00 LOGIS Software & IT Services $250,835.57 Luther Brookdale Chevrolet Community Development Vehicle $29,070.41 US Bank Debt Service Payment $1,203,564.38 MN PERA Employee & City Required Contributions for 1/16/26 Pay Date $83,808.39 IRS - EFTPS Federal & FICA Withholding Taxes for 1/16/26 Pay Date $86,441.67 MN PERA Employee & City Required Contributions for 1/30/26 Pay Date $88,012.89 IRS - EFTPS Federal & FICA Withholding Taxes for 1/30/26 Pay Date $93,543.78 $2,406,311.79 Description 4.2 Page 1 of 2 City of Crystal Council Meeting Feb. 17, 2026 Applications for City License Rental (new) 5400 Maryland Ave. N. – Daniel Taylor (Conditional) 5607 Regent Ave. N. – Ahmed Ali (Conditional) 4741 Welcome Ave. N. – Gernco Construction LLC (Conditional) 6925 38th Ave. N. – Sia Yang (Conditional) 6611 45th Ave. N. – Karlee Grangroth (Conditional) 7832 58th Pl. N. – Ignacio Ruiz Ruiz (Conditional) Rental (renewal) 3809 Adair Ave. N. – 3809 Adair Ave LLC (Conditional) 5720 Adair Ave. N. – Invitation Homes (Conditional) 5757 Adair Ave. N. – Invitation Homes (Conditional) 2701 Brunswick Ave. N. – GV Greenway LLC (Conditional) 6332 Corvallis Ave. N. – Mackenzie Broughton (Conditional) 2743 Douglas Dr. N. – Reese Pfeiffer (Conditional) 4817 Douglas Dr. N. – CAG Minnesota Funding II LLC (Conditional) 5115 Edgewood Ave. N. – Mario Chauca (Conditional) 3242 Florida Ave. N. – Richard Meyer 4749 Georgia Ave. N. – Tammy and Clayton Duggan 5924 Idaho Ave. N. – Andrew Fischer (Conditional) 2736 Jersey Ave. N. – Dennis Arel 5204 Jersey Ave. N. – Felix Volzing 5213 Jersey Ave. N. – CAG Minnesota Funding II LLC (Conditional) 5943 Jersey Ave. N. – James Waters (Conditional) 6034 Jersey Ave. N. – James Waters (Conditional) 5228 Kentucky Ave. N. – Michael Mills (Conditional) 5737 Kentucky Ave. N. – Resi PM (Conditional) 3428 Lee Ave. N. – Sogdiana LLC 3343 Nevada Ave. N. #4303 – Northwest Sunflower LLC (Conditional) 5506 Nevada Ave. N. – Olstad Enterprise LLC 5525 Quail Ave. N. – Sky Blue Properties LLC 3425 Regent Ave. N. – Henry Ortiz 5973 Rhode Island Ave. N. – David Barrett (Conditional) 3160 Welcome Ave. N. – Dominic Nzara 4527 Welcome Ave. N. – Tom Kackman 5631 Welcome Ave. N. – Brian Hanf 4246 Xenia Ave. N. – RTO Investments 3612 Yates Ave. N. – David Cheng (Conditional) 4512 Yates Ave. N. – Drew Kabanuk (Conditional) 3339 Zane Ave. N. – Zeeba Investments LLC 6129 32nd Ave. N. – Timothy Mangle (Conditional) 6820 32nd Ave. N. – Hartzell Rental LLC (Conditional) 6908 35th Pl. N. – CAG Minnesota Funding II LLC (Conditional) 4.3 Page 2 of 2 6826 36th Ave. N. – CAG Minnesota Funding II LLC (Conditional) 5916 38th Ave. N. – Jason Herzog 6928 45th Pl. N. – HPA II Borrower 2019-1 LLC (Conditional) 6424 50th Ave. N. – Deanna Anderson (Conditional) 7224 54th Ave. N. – CAG Minnesota Funding II LLC (Conditional) 5508 57th Ave. N. – Michael MacDonald 7733 58th Pl. N. – Justin Sutkowski (Conditional) 6712 60th Ave. N. – Pranab Chatterjee (Conditional) 6501 62nd Ave. N. – CAG Minnesota Funding II LLC (Conditional) Tree Trimmer Arbor Tech Tree & Landscape, Inc., 2800 15th St. N.E., Sauk Rapids, MN 56379 Born2Trim, LLC, 11136 313th Ave., Princeton, MN 55371 Central Minnesota Tree Service, 480 Rice Creek Blvd., Fridley, MN 55432 Elijah’s Tree Care, 745 Orchard Park Rd., Long Lake, MN 55356 4.3 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 – ___ RESOLUTION ACCEPTING A DONATION WHEREAS, Minnesota Statutes §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal to accept the following donation: Donor Purpose Amount Kimberly Watson Recreation Youth Scholarship Fund $5 BE IT FURTHER RESOLVED, that the Crystal City Council sincerely thanks Kimberly Watson for the generous donation. Adopted by the Crystal City Council this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Christina Serres, City Clerk 4.4 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 – ___ RESOLUTION RECOGNIZING MARCH 2026 AS WOMEN’S HISTORY MONTH WHEREAS, the City of Crystal is committed to recognizing and honoring all members of our community, and one of the City Council’s priorities is that Crystal be a city in which all feel welcomed; and WHEREAS, the City of Crystal benefits from having strong women leaders serve our community at all levels, including volunteers, staff, commissions, boards, and the Council; and WHEREAS, when women succeed, their communities prosper. NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby recognizes March 2026 as WOMEN’S HISTORY MONTH in the City of Crystal and calls upon all residents to acknowledge and honor the contributions and accomplishments of women. Adopted by the Crystal City Council this 17th day of February 2026. Julie Deshler, Mayor ATTEST: Chrissy Serres, City Clerk 4.5 COUNCIL STAFF REPORT DATE: February 17, 2026 FROM: Jesse Struve PE, Director of Public Works / City Engineer TO: Mayor and City Council City Manager Adam R. Bell CC: RE: Replacement of John Deere 190D Excavator #433 Background The 2026 Long Term Plan includes funding for the replacement of our John Deere 190D excavator #433. Funding is currently allocated at $420,000 for this purchase. The replacement excavator will be a Caterpillar M320 and will be purchased through the MN state contract for the cost of $435,732.50. We are also getting a trade-in value for our old excavator in the amount of $46,300 so the total purchase amount is $389,432.50. The excavator is 15 years old and is nearing the end of its useful life without risking expensive mechanical breakdowns. This excavator digs every watermain break we fix ourselves, is vital in storm cleanups (including clearing downed trees and loading trucks with brush), and is used for maintenance of water ponds and creeks. Having wheels instead of tracks allows us to drive quickly to emergency situations and does not require us to have expensive trailers to tow it around. This project is currently funded through the Long-Term Plan and is under the approved amount. Requested City Council Action Staff recommend approval of motion to approve the resolution approving the purchase of the Caterpillar M320 excavator. Attachments •Quote from Caterpillar 4.6 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026- APPROVE PURCHASE OF A CATERPILLER M320 EXCAVATOR #433 WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the City of Crystal; and WHEREAS, the City has developed a long-term plan for the replacement and maintenance of vehicles and equipment in the fleet; and WHEREAS, the City solicited quotes for the replacement of the excavator; and WHEREAS, the purchase of this excavator maintains operational capabilities while maintaining the existing budget. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Crystal City Council hereby approves the purchase of the Caterpillar M320 #433 excavator in the amount of $389,432.50. Adopted this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.6 Ziegler Inc. Page 1 of 4 239446-01 Jan 02, 2026 CITY OF CRYSTAL 4141 DOUGLAS DR N CRYSTAL, MN 55422-1609 Dear Jose Galeano, We would like to thank you for your interest in our company and our products, and are pleased to quote the following for your consideration. Caterpillar Model: M320 Excavators 2026 MN State Contract We wish to thank you for the opportunity of quoting on your equipment needs. This quotation is valid for 30 days, after which time we reserve the right to re-quote. If there are any questions, please do not hesitate to contact me. Sincerely, Dillon Kelly Territory Manager 4.6 Ziegler Inc. Page 2 of 4 Caterpillar Model: M320 Excavators Standard Equipment POWERTRAIN One-touch low idle with automatic capacity engine speed control Cold starting capability for -18C (0F) Automatic engine idle shutdown Double element air filter with Work up to 3000 m (9,842 ft) above sea integrated precleaner level without engine power de-rating Electric fuel priming pump 52C (125F) high-ambient cooling Biodiesel capability up to B20 UNDERCARRIAGE All wheel drive braking force Automatic brake/axle lock Oscillating front axle, lockable, Creeper speed with remote greasing point Electronic swing and travel lock Two-piece drive shaft Heavy-duty axles, advanced disc brake Two speed hydrostatic transmission system and travel motor, adjustable HYDRAULICS Overload warning Separate dedicated swing pump Electronic main control valve Automatic swing brake Auto hydraulic oil warm up Adjustable hydraulic aggresiveness Element type main hydraulic filter Pattern changer Heavy lift mode ELECTRICAL LED lights on boom and cab front and rear Programmable time-delay LED Maintenance free batteries working lights Centralized electrical disconnect switch Roading and indicator lights, OPERATOR ENVIRONMENT Sound-suppressed ROPS cab Adjustable arm rest height and angle (ISO 12117-2 compliant) with viscous High-resolution 254 mm (10'') LCD mount touchscreen monitor FOGS & Vandal guard ready Bluetooth integrated DAB+/DAB/FM radio Rear window emergency exit with USB ports and speakers Parallel windshield wipers with washer 2 x 12V DC Outlets Roller front sunscreen Dome and lower LED interior lights Automatic bi-level air conditioner with Beacon ready pressurized function Coat hook, cup holder, console storage, 51MM (2'') orange seat belt incl. seat rear storage with net, and overhead belt reminder function storage with net Adjustable joystick console height Washable floor mat TECHNOLOGY PRODUCTS Cat Product Link TM Remote Troubleshoot capability Remote Flash capability SAFETY AND SECURITY Wide angle mirrors engine shutoff switch in cab Neutral lever (lock out) Anti-skid plate and countersunk bolts for all controls on service platform Ground-level accessible secondary 4.6 Ziegler Inc. Page 3 of 4 MACHINE SPECIFICATIONS REF # DESCRIPTION LIST PRICE 623-5771 M320 07E WHL HEX AM-N CFG1 $324,529.92 558-9532 STICK, 9' 6'' $4,932.72 565-4313 SPEED, MAX MPH $0.00 548-1791 FENDERS, SYNTHETIC $2,925.00 555-7286 NETWORK MANAGER, A6N1 $0.00 521-6833 DECALS, NORTH AMERICA (ANSI) $0.00 564-8368 AUTOLUBE, STICK 9' 6'' $1,469.52 544-0792 LINES, MP, STICK 9' 6'' $477.36 563-5778 LINES, QC & GRADE, STICK 9' 6'' $1,113.84 520-7563 CONTROLLER, RC/JS $0.00 528-6146 SENSOR, GRADE /SB /RC $0.00 567-0427 BEACON, CAB $351.00 538-3896 FOOTREST $83.30 541-4420 UC, BLADE FRONT / OUT. REAR $25,403.04 600-5695 TIRES,10-20 DUAL APOLLO AWE713 $3,767.40 539-9003 JOYSTICK, 2-SLIDER $2,925.00 563-5770 CAMERA, 360 VISIBILITY $2,747.16 622-3536 CYLINDERS, VA, ADV, RC $8,096.40 622-4176 AUX HYD, HP1 & MP, JS, VA $5,045.04 622-2754 MCV, ADV, VA, SMARTBOOM $3,383.64 573-9815 MIRRORS, ELECTRIC, VA & MH $0.00 662-9813 CAB, PREMIUM, 70/30 $14,938.56 TOTAL LIST PRICE $402,188.90 TOTAL CORPORATE DISCOUNT (17% OF LIST) ($68,372.11) TOTAL CONFIGURED PRICE $333,816.79 0P-9003 LANE 3 ORDER $0.00 576-1797 GRADE 2D ASSIST & PAYLOAD $2,737.80 0G-9240 COMPLETE STORAGE PROTECTION $468.00 TOTAL NET ITEMS $3,205.80 PREP $6,000.00 48 MO/4000 HR POWERTRAIN + HYDRAULICS + TECH $3,370.00 PARTS KIT ONLY CVA - 3000 HR / 500 HOUR INTERVALS $3,808.00 Strobes and Install $2,966.00 Rotating Grapple $42,450.00 24'' FBRC Sand Bucket $9,620.00 552-8208 BUCKET-GD, 36'' 1.24 CYD $6,500.05 COU-PLE3 CPLBHYD $10,033.92 COU-PLE9 INSTALL $519.48 PIN-S H3 B LINKAGE PINS $954.72 320-EQD1 LINCOLN QL DL 15L LUBE SYSTEM $12,487.74 TOTAL POST FACTORY ITEMS $98,709.91 TOTAL MACHINE SELL PRICE $435,732.50 4.6 Ziegler Inc. Page 4 of 4 SELL PRICE $435,732.50 LESS TRADE VALUE (S/N: 0031125) ($46,300.00) BALANCE $389,432.50 TRADE-INS Model Make Serial Number Year Trade Allowance 190DW JOHN DEERE 0031125 2011 $46,300.00 - To be traded with all attachments upon inspection WARRANTY Standard Warranty: 1 Year Unlimited Standard Warranty Extended Warranty: 48 MO/4,000 HR Powertrain and Hydraulic Plus Technology CSA STATE BID Parts Kit Only CVA - 1000 hr / 500 hour intervals F.O.B/TERMS: CRYSTAL Accepted by _________________________________________ on _____________________ _____________________________________________________________ Signature 4.6 Memorandum DATE: February 17, 2026 TO: Adam Bell FROM: Jesse Struve, PE, Director of Public Works / City Engineer SUBJECT: Award Contract to HDR for JWC Rate Study Background The Joint Water Commission (JWC) is an organization comprised of Crystal, Golden Valley, and New Hope. The organization operates a water supply, storage, and distribution system to buy treated water from the City of Minneapolis. In 2025, the JWC hired HDR to perform a condition assessment which outlined the assets, age of important infrastructure, and condition assessment of the infrastructure. The assessment also included: •Updated the water model for the entire system. •Provided an overview off all assets and provide a condition rating for them. •Provided a draft 10 year Capital Improvement Plan for the JWC that was amended by the TAC. The next step is to perform a rate study based on the newly created 10 year Capital Improvement Plan (CIP) to determine what the JWC should be charging cities to make necessary changes to it’s infrastructure. The goal of the rate study is to come up with a yearly charge to each of the cities that will be much more stable than currently done and will reduce large swings in the yearly CIP charges. This will allow each community to use this information to include in their own rate studies to determine what charges should be provided for our water users. The Tehcnical Advisory Committee (TAC) presented this to the JWC commissioners who approved moving forward with the inventory and assessment study in an hourly, not-to-exceed amount of $44,620 including the optional tasks. The JWC has one community to provide the up front funding but will be reimbursed by the JWC for these costs. Project Cost The total cost of the feasibility study is $44,620. Project Funding The City of Crystal will pay this amount and will get reimbursed by the JWC for all related costs. Recommended Action Motion authorizing the contract for the JWC Rate Study. Attachment •HDR Proposal 4.7 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 – ___ RESOLUTION AWARDING CONTRACT TO HDR FOR THE JOINT WATER COMMISSION (JWC) SYSTEM RATE STUDY WHEREAS, the City is committed to providing a reliable water distribution system; and WHEREAS, understanding the system, age of infrastructure, and developing a capital improvement plan, and associated charges to communities is part of providing for a reliable water system; and WHEREAS, HDR submitted a proposal to perform a Rate Study; and WHEREAS, the commissioners for the JWC approved HDR’s proposal for the rate study. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The City of Crystal awards the contract to HDR for the JWC Rate Study. Adopted this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.7 1 January 26, 2026 Mr. Jesse Struve Joint Water Commission 4141 Douglas Dr. N. Crystal, MN 55422 Submitted via Email SUBJECT:Proposal for Engineering Consulting Services Cost of Service Rate Study Dear Mr. Struve, Thank you again for taking the time to meet with us earlier this year to discuss the Joint Water Commission’s (JWC) need for rate analysis associated with upcoming capital improvement planning. We appreciated the opportunity to hear more about the JWC’s objectives. In response to your request, HDR has developed the attached scope of services to assist the JWC in completing a comprehensive cost-of-service rate study. This study will include a ten-year revenue requirement analysis, a review of cost-of-service principles, and the development of rate structure alternatives that reflect the JWC’s financial policies and objectives. Using the JWC’s capital improvement planning documents, renewal and replacement funding goals, and annual operating expenses as the foundation for this analysis, this approach will enable the Commission to evaluate funding scenarios and understand their impact on future rate levels. A useful outcome of this study will be a Microsoft Excel-based tool that the JWC can use to evaluate future cost and rate scenarios as new or refined capital planning information becomes available. Should you have any questions or need further information, please contact me (Steve) at 763-591-5380 or steven.muir@hdrinc.com. Sincerely, HDR Engineering, Inc. Steven Muir, PE Christine Wiegert Project Manager Sr. Vice President / Area Manager Encl: Proposal HDR Engineering, Inc. Terms and Conditions for Professional Services Budget Worksheet 4.7 2 Cost of Service Rate Study Goals and Objectives for the Study HDR has identified the following goals and objectives for the JWC rate study: •Develop the Study using generally-accepted rate methodologies and industry best management practices (e.g., AWWA M1 Manual) •Develop a revenue requirement analysis for a ten-year period for the JWCJWC that provides adequate and prudent funding for the identified operating and capital needs •The revenue requirement analysis should reflect the JWCJWC’s financial policies (e.g., target reserve balances, debt service coverage ratios, renewal and replacement funding) •Develop a rate transition plan, as necessary, that minimizes rate impacts, avoids rate spikes, and protects reserves while maintaining appropriate service levels •Discuss cost-of-service principles for the basis of establishing cost-based and proportional rates •Review and assess the current water rate structures in comparison to industry standard rate structures •Provide proposed and recommended rates for multi-year period (e.g., three to five years) •Provide written documentation to summarize the study approach, methodology, results, and recommendations •Provide effective presentation of the study to the JWC and other stakeholders. •Provide a copy of the financial/rate models developed as a part of the Study Overview of Methodology The methodology HDR uses for its comprehensive rate studies relies on generally accepted methodologies and is comprised of a revenue requirement analysis, cost of service analysis, and a rate design analysis as outlined in the AWWA M1 manual. Each of these analyses are detailed below. Revenue Requirement Analysis Compares the revenues to the expenses of the utility to determine the overall adjustment to rates Cost of Service Analysis Distributes the total revenue requirement to the customer classes of service in a proportional manner Rate Design Analysis Designs rates to yield the revenue requirement and cost of service results and reflects the study goals and objectives 4.7 3 An important aspect of the rate study is the incorporation and tailoring of those analytical elements to the specific system and customer characteristics. Throughout this project, HDR will routinely meet with the JWC team to review the technical analysis and gain feedback and input. Scope of Services Task 1—Project Management Task objective: Establish a shared understanding of the project scope and expectations and coordinate with the JWC project manager as needed. Manage the project scope, schedule and budget. Coordinate internal QA/QC activities. Specific activities include: •Project set up and initiation activities •Monthly tracking of project budget and progress, including management reviews •Coordination of internal QA/QC activities •Project close-out activities Expected JWC support for Task 1: •Coordination with HDR project manager Task 1 Deliverables: •Monthly invoices and progress reports Task 1 Assumptions: •Four month project duration Task 2—Project Initiation and Data Gathering HDR will provide the JWC with a written data request at the start of the project. The written data request will provide a detailed and organized list of the data required to complete the study. HDR will review the data provided by the JWC and follow up by email or phone call to discuss outstanding data needs or clarification. After data review, HDR will conduct a project initiation meeting. The meeting is proposed to be a two-hour meeting to discuss the key objectives to be achieved by the study, current financial/rate issues to be addressed as a part of the study, the project time schedule, and review of the general approach and methodologies to be used to develop cost-based rates for the JWC. Expected JWC support for Task 2: •Provide information and data as requested by HDR •Host and participate in project initiation meeting Task 2 Deliverables: •A written initial data request in electronic format •Summary of outstanding data needs or data clarification •Agenda and minutes from project initiation meeting Task 2 Assumptions: •Two-hour project initiation meeting attended by up to three HDR staff members held at JWC office/location. •Non-local HDR staff may attend the project initiation meeting virtually 4.7 4 Task 3—Revenue Requirement Analysis Based on the JWC’s budgeted and/or actual operating and capital expenses, HDR will develop a revenue requirement analysis for a ten-year period. This entails reviewing the sources of funds (revenues) and comparing them to the uses of funds (expenses) to determine if rate revenues are adequate to provide prudent and proper funding for annual operating and maintenance and capital expenses. The revenue requirement analysis provides the cost basis and rationale for needed rate revenue adjustments. A more detailed discussion of the steps involved in developing the JWC’s revenue requirement analysis is provided below. Step 1 – Selection of a Test Period – A “test period” refers to a time period for the accumulation of sources of funds, uses of funds, and consumption data. In this case, a projected time period of ten years is recommended. The time period will be discussed during the project initiation meeting. Step 2 – Method of Accumulating Costs – A “cash basis” methodology is proposed. This methodology sums the uses of funds, which include the JWC’s operation and maintenance expenses, taxes/transfer payments, debt service, and capital improvements funded from rates. This is a common approach of setting rates for public/municipal utilities and agencies. Step 3 – Accumulation of Revenues and Expenses – HDR, in collaboration with the JWC, will develop the test period revenue requirement. The first step is the projection of water consumption and rate revenues at present rate levels. For the projected time period, HDR will work with the JWC to develop the projection of revenues based on recent water consumption data. HDR will review this aspect of the study with JWC staff and develop a mutually acceptable assumption (forecast). As noted, the revenue requirement is composed of two major costs: operational and capital. Operational costs are projected from historical or budgeted costs, using escalation (inflationary) factors, and adjusted for known changes (e.g., additional personnel, increase in electricity) in costs. HDR will work closely with the JWC to confirm the key assumptions used within this projection of operational costs. The starting point for projecting capital costs will be the JWC’s capital improvement planning documents. HDR, in collaboration with the JWC, will develop a capital improvement funding analysis, based on the JWC’s current capital plan and funding sources. In developing the final revenue requirement, financial planning criteria are also taken into consideration. These include, but are not limited to, minimum debt service coverage ratios, minimum operating reserves, and minimum annual rate funding for renewal/replacement and upgrade of infrastructure. At the completion of the draft revenue requirement analysis, a two-hour virtual project meeting will be held to review the draft analysis. At the conclusion of the revenue requirement analysis, HDR will develop summary pages comparing the present revenues to the projected operating and capital expenditures for the test period. This will provide the overall cost-basis for adjustments to rate revenues (i.e., rate adjustments). 4.7 5 Expected JWC support for Task 3: •Collaboration on the projection of billed consumption for the revenue calculation •Assistance in developing the capital funding analysis •Review of the draft and final revenue requirement analysis •Participation in a two-hour virtual project meeting to review the analysis Task 3 Deliverables: •Agenda and minutes for revenue requirement analysis review meeting •One draft and one final revenue requirement analysis provided electronically Task 3 Assumptions: •Two-hour meeting to review the draft revenue requirements analysis will be attended by up to three HDR staff members •Non-local HDR staff may attend the revenue requirement analysis review meeting virtually. Task 4—Cost of Service Analysis Policy Discussion A cost of service analysis proportionally distributes the total revenue requirement (i.e., total utility costs), as developed in Task 3, between the customers served. For the JWC this would be the member cities. There are two key objectives of a cost of service analysis. First, a cost of service analysis is used to determine what cost differences (proportionality) exist between serving the different customers (e.g., on a per-unit basis does it cost the same to serve each member city). The second objective of a cost of service analysis is to provide average unit costs (e.g., $/customer/month, $/100 cubic feet), which is used in the development of the proposed rates. HDR will review the JWC’s current rate setting approach and provide feedback and input on industry standard (i.e., AWWA) cost of service approaches that can be used to establish proposed water rates. These approaches range from a splitting of costs based on total water consumption, to more detailed analyses reviewing benefits from infrastructure and an allocation of the total revenue requirement. For this task, HDR will provide a brief technical memorandum summarizing the current approach and outlining alternative approaches the JWC could consider for future rate setting. HDR is not developing a detailed cost of service analysis for this study, rather identifying alternative approaches that may be considered by the JWC. A one-hour virtual project meeting will be held to review and discuss the separate technical memorandum. Expected JWC support for Task 4: •Review of the draft technical memorandum •Participation in a one-hour virtual project meeting Task 4 Deliverables: •One draft and one final technical memorandum in electronic format Task 4 Assumptions: •One hour virtual meeting to discuss cost of service approaches to be held virtually and attended by up to three HDR staff members. Task 5—Rate Design Analysis Gaining an understanding of the JWC’s rate design goals and objectives is the starting point for the rate design process. HDR will work with the JWC and discuss rate design objectives (e.g., ease of administration, revenue stability, conservation, affordability). Understanding the JWC’s rate design objectives will assist HDR in the development of rate design alternatives. 4.7 6 HDR will develop up to two rate structure alternatives to reflect the overall revenue needs of the JWC. For each alternative, a bill comparison graph will be created that shows a comparison between the present bill and the proposed bill for each member city. At the conclusion of the rate design a one-hour virtual project meeting will be held to review the proposed rates. Expected JWC support for Task 5: •Discuss the JWC’s rate design goals and objectives •Review the alternative water rate structures and provide feedback on the preferred approach •Attend a one-hour virtual project meeting to review the alternative rate structures Task 5 Deliverables: •An electronic copy of the rate structure alternatives Task 5 Assumptions: •A one-hour virtual meeting to review and discuss the rate structure alternatives attended by up to three HDR staff members Task 6—Written Documentation At the completion of the technical analysis HDR will provide a report documenting the approach, methodology, results, and recommendations. The written documentation includes a technical appendix with the exhibits developed as part of the study. A one-hour virtual project meeting will be held to review the draft report. Expected JWC support for Task 6: •Review the draft report and documentation and provide edits and comments •Attend a one-hour virtual project meeting to review the draft report Task 6 Deliverables: •One draft and one final report documenting the results of the study Task 6 Assumptions: •A one-hour virtual meeting to review and discuss the draft report attended by up to three HDR staff members Task 7—Computer Model HDR will develop an Excel™-based model for the study. The developed model will be provided to the JWC at the conclusion of the study. Cell entries will be highlighted, and the model will be based on the JWC’s specific budget chart of accounts for ease of use. No user training or user manuals have been assumed within this scope of services. Expected JWC support for Task 7: •None Task 7 Deliverables: •Final rate model provided electronically Task 7 Assumptions: •Model training and a model user manual are not included in this scope of services 4.7 7 Task 8—Public Presentations (Optional Task) To support the development of the proposed rates, HDR has included one public meetings/presentation attended by up to two HDR staff members. For the public meeting/presentation, HDR will develop a presentations that summarizes the findings, conclusions, and recommendations of the study. Meetings in addition to the one public meetings/presentation noted above will be provided on a time-and-materials basis at the written request of the JWC. The scope of services assumed in person meeting for the Project Manager and virtual for the Technical Lead. Expected JWC support for Task 8: •Review and comment on the draft slides and handouts for the presentation Task 8 Deliverables: •One in-person public presentations to present the findings, conclusions, and recommendations of the study Task 8 Assumptions: •The public presentation will be attended by up to two HDR staff members. One in person and one virtual. If additional services are requested, they can be provided on an hourly basis at current hourly billing rates. Additional services will be agreed to in writing between HDR and the JWC. Schedule A study of this complexity generally requires sixteen to twenty weeks to complete, depending on several factors. These factors include the amount of time required by the city to collect the necessary data, the quality of the data provided, the complexity of the issues to be addressed, and the ability to schedule meetings with city staff in a timely manner. 4.7 8 Project Personnel HDR proposes the following key staff to support this project. •Steven Muir..........................................................................................Project Manager •Shawn Koorn .................................................................Rate Analysis Technical Lead •Josiah Close...............................................................Senior Utility Rates Analyst / QC •Sara Anderson ..............................................................................Utility Rates Analyst •Kabby Jones .......................................................................................Project Principal Steven Muir, P.E. Steve is a water and wastewater planning professional with more than 12 years of experience in master planning, condition assessment, and long-range capital planning. He has led and supported numerous projects involving hydraulic modeling, CIP development, and data integration using GIS and historical asset data. Steve regularly manages planning projects for local and regional utilities and is the Infrastructure Planning Lead for the Minnesota and Wisconsin water group. Shawn Koorn. For over 20 years, Shawn Koorn has provided rate and fee studies for water and sewer utilities. His experience involves all analytical aspects of the utility financial planning and rate setting process. He has completed over 500 utility rate and capacity charge studies. Shawn is also a co-instructor of the American Water Works Association Financial Management Seminar which outlines the approaches to establishing cost-based rates and fees, as well as author of numerous papers related to financial planning and rate setting topics. Shawn’s expertise and management experience will provide the JWC with a comprehensive study that reflects an industry standard approach while reflecting the JWC’s characteristics and goals. Josiah Close. Josiah specializes in utility financial planning, cost of service, rate setting and system development charges. He has over 14 years of experience in developing complex financial/rate models and in analyzing customer billing data and cost information as they relate to utility rate studies. He is very proficient in financial modeling and has developed several technically sophisticated models for our clients. Prior to joining HDR, Josiah worked as a fiscal analyst for the State of Washington in the Department of Social and Health Services. His experience with the State further developed his financial modeling skills and placed a high level of importance on attention to detail and accuracy. During his time with HDR, Josiah has been responsible for developing and updating a variety of spreadsheet analyses to support revenue requirement, cost of service, and rate design studies. Josiah has experience in working with water, wastewater, stormwater, and solid waste utilities and presenting the study results to the governing body. Sara Anderson. Sara is a financial analyst within HDR’s utility rates and finance group, specializing in cost of service and rate studies. Her experience includes developing rate models for water, sewer, stormwater, and solid waste utilities throughout the US. Kathryn (Kabby) Jones, PE. Kathryn “Kabby” Jones has more than 25 years of experience in management and execution of water, wastewater and environmental projects. Her project experience includes utility management, long-range planning for water and wastewater systems, drinking water supply, treatment, distribution and storage design, wastewater conveyance system planning and design, asset management and utility rate analysis. 4.7 9 Fee The estimated fee for the work described above is $44,620, which will be performed on a time and materials not-to-exceed basis. Billing Terms •This estimated Fee is based upon our understanding of the scope of work and assumptions listed. Should the scope of work be modified, it may be necessary to review scope changes and adjust the Fee to align it with the modified scope. •HDR will invoice monthly based on work progress. •Labor Fee shall mean salaries and wages (basic and overtime) paid to all personnel engaged directly on the Project. The Labor fee was derived from HDR’s labor rates times a multiplier to cover overhead costs. Individuals not listed in the attached rate table will be billed at a similar multiplier of their direct salary. The Labor Fee above reflects 2026 calendar year rates. If the contract extends beyond 2026, the Labor Fee will be adjusted as of the first of the year to reflect equitable changes to the compensation payable to personnel on remaining work. •Expenses shall mean the actual expenses incurred directly or indirectly in connection with the Project for transportation, travel, printing, shipping, and other incurred expense. 4.7 10 Project References / Recently Completed by this Team Minneapolis Water Treatment and Distribution Services HDR has provided rate and financial analysis support services to the City of Minneapolis, Water Distribution and Treatment Services Division on various assignments for more than ten years. In 2013 HDR assisted the City of Minneapolis in an evaluation of the City’s water and sewer rates, including an analysis of cost recovery through wholesale and retail rates, and an evaluation of water utility fees. In 2014 HDR developed a financial planning model to facilitate evaluation of the cost of service for providing drinking water and for allocating those costs to the client’s retail and wholesale customers. The analysis allows the utility to project future service demands, cost of service, and associated revenue requirements for purposes of financial planning, scenario analysis and rate-setting. The City continues to update and use this cost of service model for rate setting. Most recently, HDR worked with the City in 2024 to evaluate methodologies and approaches for a number of topics, including an analysis of peaking factors and the distribution of costs among customer categories, including wholesale customers; allocation of fire protection costs and the development of public and private fire protection rates; and determining the allocation of costs to establish the basis for the monthly fixed charge. HDR explored industry approaches and methodologies for each topic with City staff, developed a recommended approach, and then completed technical and financial analyses to help the City establish or update the applicable fees, rates, and charges. Reference Mr. Brett Anderson, PW Water Treatment and Distribution Services, Business Operations Manager, Brett.Anderson@minneapolismn.gov, (612) 523-6689 City of Richfield HDR has been assisting the City of Richfield in the development of a renewal and replacement funding approach and resulting rate impacts for the City’s water, wastewater, and stormwater utilities. This includes the development of a revenue requirement (financial plan) to evaluate the revenue necessary for each utility to support annual operating and planned capital improvement needs. Next, layering on the upcoming renewal and replacement needs the impact to rates is compared to the current approach. Key to this analysis is the City’s approach to establishing a policy and approach to funding near-term renewal and replacement funding. This can be accomplished in different ways. One alternative discussed is establishing a renewal and replacement fund (reserve) and begin funding through annual rate levels to support renewal and replacement needs. The rate impacts are used to revise the rates for each utility based on the current rate structures. Additionally, the study is reviewing alternative rate structures for each utility for consideration by the City. Reference Mr. Chad Donnelly, City of Richfield, MN, Assistant Utility Superintendent cdonnelly@richfieldmn.gov, (612) 861-9798 4.7 11 Saint Paul Reginal Water Services HDR is assisting SPRWS in the development of a comprehensive water rate study. This includes the development of a revenue requirement, cost of service, and rate design analyses. SPRWS serves both retail and wholesale customers. Given this, the development of proportional rates is a key element of the study. This includes evaluating retail rates for residential vs commercial as an example. To accomplish this, the comprehensive study is being developed. The revenue requirement will reflect the overall operating and capital needs and resulting overall system rate impacts. Given the revenue requirement, a cost of service analysis will be developed to proportionally distribute costs between the identified customer classes (e.g., residential, commercial, wholesale). This will provide the basis for evaluating alternative approaches and rate structure that may betting promote SPRWS goals and objectives. The starting point of the rate designs will be the current rate structure. Then, given the results of the cost of service and customer classes, alternative rate structures will be developed for consideration by SPRWS. Reference Mr. Richard Rowland, Saint Paul Regional Water Services, Assistant General Manager richard.rowland@ci.stpaul.mn.us, (651) 266-1659 4.7 12 Notice to Proceed Please indicate your acceptance of this proposal by signing the Notice to Proceed (below) and returning one copy of the signed proposal to HDR. If you have any questions, please contact me (Steve) at 763-591-5380 or steven.muir@hdrinc.com. NOTICE TO PROCEED Client Joint Water Commission By: __________________________________ Name: _______________________________ Tile: _________________________________ Consultant HDR Engineering, Inc. By: Name: Christine Wiegert Title: Sr. Vice President/MN-WI Area Manager 4.7 13 HDR Engineering, Inc. Terms and Conditions for Professional Services 1. STANDARD OF PERFORMANCE The standard of care for all professional engineering, consulting and related services performed or furnished by ENGINEER and its employees under this Agreement will be the care and skill ordinarily used by members of ENGINEER’s profession practicing under the same or similar circumstances at the same time and in the same locality. ENGINEER makes no warranties, express or implied, under this Agreement or otherwise, in connection with ENGINEER’s services. 2. INSURANCE/INDEMNITY ENGINEER agrees to procure and maintain, at its expense, Workers' Compensation insurance as required by statute; Employer's Liability of $250,000; Automobile Liability insurance of $1,000,000 combined single limit for bodily injury and property damage covering all vehicles, including hired vehicles, owned and non-owned vehicles; Commercial General Liability insurance of $1,000,000 combined single limit for personal injury and property damage; and Professional Liability insurance of $1,000,000 per claim for protection against claims arising out of the performance of services under this Agreement caused by negligent acts, errors, or omissions for which ENGINEER is legally liable. If flying an Unmanned Aerial System (UAS or drone), ENGINEER will procure and maintain aircraft unmanned aerial systems insurance of $1,000,000 per occurrence. OWNER shall be made an additional insured on Commercial General and Automobile Liability insurance policies and certificates of insurance will be furnished to the OWNER. ENGINEER agrees to indemnify OWNER for third party personal injury and property damage claims to the extent caused by ENGINEER's negligent acts, errors or omissions. However, neither Party to this Agreement shall be liable to the other Party for any special, incidental, indirect, or consequential damages (including but not limited to loss of use or opportunity; loss of good will; cost of substitute facilities, goods, or services; cost of capital; and/or fines or penalties), loss of profits or revenue arising out of, resulting from, or in any way related to the Project or the Agreement from any cause or causes, including but not limited to any such damages caused by the negligence, errors or omissions, strict liability or breach of contract. The employees of both parties are intended third party beneficiaries of this waiver of consequential damages. 3. OPINIONS OF PROBABLE COST Any opinions of probable project cost or probable construction cost provided by ENGINEER are made on the basis of information available to ENGINEER and on the basis of ENGINEER's experience and qualifications, and represents its judgment as an experienced and qualified professional engineer. However, since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the contractor(s') methods of determining prices, or over competitive bidding or market conditions, ENGINEER does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost ENGINEER prepares. 4. CONSTRUCTION PROCEDURES ENGINEER's observation or monitoring portions of the work performed under construction contracts shall not relieve the contractor from its responsibility for performing work in accordance with applicable contract documents. ENGINEER shall not control or have charge of, and shall not be responsible for, construction means, methods, techniques, sequences, procedures of construction, health or safety programs or precautions connected with the work and shall not manage, supervise, control or have charge of construction. ENGINEER shall not be responsible for the acts or omissions of the contractor or other parties on the project. ENGINEER shall be entitled to review all construction contract documents and to require that no provisions extend the duties or liabilities of ENGINEER beyond those set forth in this Agreement. OWNER agrees to include ENGINEER as an indemnified party in OWNER’s construction contracts for the work, which shall protect ENGINEER to the same degree as OWNER. Further, OWNER agrees that ENGINEER shall be listed as an additional insured under the construction contractor’s liability insurance policies. 5. CONTROLLING LAW This Agreement is to be governed by the law of the state where ENGINEER's services are performed. 6. SERVICES AND INFORMATION OWNER will provide all criteria and information pertaining to OWNER's requirements for the project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations. OWNER will also provide copies of any OWNER-furnished Standard Details, Standard Specifications, or Standard Bidding Documents which are to be incorporated into the project. OWNER will furnish the services of soils/geotechnical engineers or other consultants that include reports and appropriate professional recommendations when such services are deemed necessary by ENGINEER. The OWNER agrees to bear full responsibility for the technical accuracy and content of OWNER-furnished documents and services. In performing professional engineering and related services hereunder, it is understood by OWNER that ENGINEER is not engaged in rendering any type of legal, insurance or accounting services, opinions or advice. Further, it is the OWNER’s sole responsibility to obtain the advice of an attorney, insurance counselor or accountant to protect the OWNER’s legal and financial interests. To that end, the OWNER agrees that OWNER or the OWNER’s representative will examine all studies, reports, sketches, drawings, specifications, proposals and other documents, 4.7 14 opinions or advice prepared or provided by ENGINEER, and will obtain the advice of an attorney, insurance counselor or other consultant as the OWNER deems necessary to protect the OWNER’s interests before OWNER takes action or forebears to take action based upon or relying upon the services provided by ENGINEER. 7. SUCCESSORS, ASSIGNS AND BENEFICIARIES OWNER and ENGINEER, respectively, bind themselves, their partners, successors, assigns, and legal representatives to the covenants of this Agreement. Neither OWNER nor ENGINEER will assign, sublet, or transfer any interest in this Agreement or claims arising therefrom without the written consent of the other. No third party beneficiaries are intended under this Agreement. 8. RE-USE OF DOCUMENTS All documents, including all reports, drawings, specifications, computer software or other items prepared or furnished by ENGINEER pursuant to this Agreement, are instruments of service with respect to the project. ENGINEER retains ownership of all such documents. OWNER may retain copies of the documents for its information and reference in connection with the project; however, none of the documents are intended or represented to be suitable for reuse by OWNER or others on extensions of the project or on any other project. Any reuse without written verification or adaptation by ENGINEER for the specific purpose intended will be at OWNER's sole risk and without liability or legal exposure to ENGINEER, and OWNER will defend, indemnify and hold harmless ENGINEER from all claims, damages, losses and expenses, including attorney's fees, arising or resulting therefrom. Any such verification or adaptation will entitle ENGINEER to further compensation at rates to be agreed upon by OWNER and ENGINEER. 9. TERMINATION OF AGREEMENT OWNER or ENGINEER may terminate the Agreement, in whole or in part, by giving seven (7) days written notice to the other party. Where the method of payment is "lump sum," or cost reimbursement, the final invoice will include all services and expenses associated with the project up to the effective date of termination. An equitable adjustment shall also be made to provide for termination settlement costs ENGINEER incurs as a result of commitments that had become firm before termination, and for a reasonable profit for services performed. 10. SEVERABILITY If any provision of this agreement is held invalid or unenforceable, the remaining provisions shall be valid and binding upon the parties. One or more waivers by either party of any provision, term or condition shall not be construed by the other party as a waiver of any subsequent breach of the same provision, term or condition. 11. INVOICES ENGINEER will submit monthly invoices for services rendered and OWNER will make payments to ENGINEER within thirty (30) days of OWNER's receipt of ENGINEER's invoice. ENGINEER will retain receipts for reimbursable expenses in general accordance with Internal Revenue Service rules pertaining to the support of expenditures for income tax purposes. Receipts will be available for inspection by OWNER's auditors upon request. If OWNER disputes any items in ENGINEER's invoice for any reason, including the lack of supporting documentation, OWNER may temporarily delete the disputed item and pay the remaining amount of the invoice. OWNER will promptly notify ENGINEER of the dispute and request clarification and/or correction. After any dispute has been settled, ENGINEER will include the disputed item on a subsequent, regularly scheduled invoice, or on a special invoice for the disputed item only. OWNER recognizes that late payment of invoices results in extra expenses for ENGINEER. ENGINEER retains the right to assess OWNER interest at the rate of one percent (1%) per month, but not to exceed the maximum rate allowed by law, on invoices which are not paid within thirty (30) days from the date OWNER receives ENGINEER’s invoice. In the event undisputed portions of ENGINEER's invoices are not paid when due, ENGINEER also reserves the right, after seven (7) days prior written notice, to suspend the performance of its services under this Agreement until all past due amounts have been paid in full. 12. CHANGES The parties agree that no change or modification to this Agreement, or any attachments hereto, shall have any force or effect unless the change is reduced to writing, dated, and made part of this Agreement. The execution of the change shall be authorized and signed in the same manner as this Agreement. Adjustments in the period of services and in compensation shall be in accordance with applicable paragraphs and sections of this Agreement. Any proposed fees by ENGINEER are estimates to perform the services required to complete the project as ENGINEER understands it to be defined. For those projects involving conceptual or process development services, activities often are not fully definable in the initial planning. In any event, as the project progresses, the facts developed may dictate a change in the services to be performed, which may alter the scope. ENGINEER will inform OWNER of such situations so that changes in scope and adjustments to the time of performance and compensation can be made as required. If such change, additional services, or suspension of services results in an increase or decrease in the cost of or time required for performance of the services, an equitable adjustment shall be made, and the Agreement modified accordingly. 13. CONTROLLING AGREEMENT These Terms and Conditions shall take precedence over any inconsistent or contradictory provisions contained in any proposal, contract, purchase order, requisition, notice-to- proceed, or like document. 14. EQUAL EMPLOYMENT AND NONDISCRIMINATION In connection with the services under this Agreement, ENGINEER agrees to comply with the applicable provisions 4.7 15 of federal and state Equal Employment Opportunity for individuals based on color, religion, sex, or national origin, or disabled veteran, recently separated veteran, other protected veteran and armed forces service medal veteran status, disabilities under provisions of executive order 11246, and other employment, statutes and regulations, as stated in Title 41 Part 60 of the Code of Federal Regulations § 60-1.4 (a-f), § 60-300.5 (a-e), § 60-741 (a-e). 15. HAZARDOUS MATERIALS OWNER represents to ENGINEER that, to the best of its knowledge, no hazardous materials are present at the project site. However, in the event hazardous materials are known to be present, OWNER represents that to the best of its knowledge it has disclosed to ENGINEER the existence of all such hazardous materials, including but not limited to asbestos, PCB’s, petroleum, hazardous waste, or radioactive material located at or near the project site, including type, quantity and location of such hazardous materials. It is acknowledged by both parties that ENGINEER’s scope of services do not include services related in any way to hazardous materials. In the event ENGINEER or any other party encounters undisclosed hazardous materials, ENGINEER shall have the obligation to notify OWNER and, to the extent required by law or regulation, the appropriate governmental officials, and ENGINEER may, at its option and without liability for delay, consequential or any other damages to OWNER, suspend performance of services on that portion of the project affected by hazardous materials until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the hazardous materials; and (ii) warrants that the project site is in full compliance with all applicable laws and regulations. OWNER acknowledges that ENGINEER is performing professional services for OWNER and that ENGINEER is not and shall not be required to become an “arranger,” “operator,” “generator,” or “transporter” of hazardous materials, as defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1990 (CERCLA), which are or may be encountered at or near the project site in connection with ENGINEER’s services under this Agreement. If ENGINEER’s services hereunder cannot be performed because of the existence of hazardous materials, ENGINEER shall be entitled to terminate this Agreement for cause on 30 days written notice. To the fullest extent permitted by law, OWNER shall indemnify and hold harmless ENGINEER, its officers, directors, partners, employees, and subconsultants from and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from hazardous materials, provided that (i) any such cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or injury to or destruction of tangible property (other than completed Work), including the loss of use resulting therefrom, and (ii) nothing in this paragraph shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual’s or entity’s sole negligence or willful misconduct. 16. EXECUTION This Agreement, including the exhibits and schedules made part hereof, constitute the entire Agreement between ENGINEER and OWNER, supersedes and controls over all prior written or oral understandings. This Agreement may be amended, supplemented or modified only by a written instrument duly executed by the parties. 17. ALLOCATION OF RISK OWNER AND ENGINEER HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING ENGINEER’S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE RISKS, SO, TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF ENGINEER (AND ITS RELATED CORPORATIONS, SUBCONSULTANTS AND EMPLOYEES) TO OWNER AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE LESSER OF $1,000,000 OR ITS FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF ENGINEER’S SERVICES OR THIS AGREEMENT REGARDLESS OF CAUSE(S) OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. ENGINEER’S AND SUBCONSULTANTS’ EMPLOYEES ARE INTENDED THIRD PARTY BENEFICIARIES OF THIS ALLOCATION OF RISK. 18. LITIGATION SUPPORT In the event ENGINEER is required to respond to a subpoena, government inquiry or other legal process related to the services in connection with a legal or dispute resolution proceeding to which ENGINEER is not a party, OWNER shall reimburse ENGINEER for reasonable costs in responding and compensate ENGINEER at its then standard rates for reasonable time incurred in gathering information and documents and attending depositions, hearings, and trial. 19. NO THIRD PARTY BENEFICIARIES Except as otherwise provided in this Agreement, no third party beneficiaries are intended under this Agreement. In the event a reliance letter or certification is required under the scope of services, the parties agree to use a form that is mutually acceptable to both parties. 20. UTILITY LOCATION If underground sampling/testing is to be performed, a local utility locating service shall be contacted to make arrangements for all utilities to determine the location of underground utilities. In addition, OWNER shall notify ENGINEER of the presence and location of any underground utilities located on the OWNER’s property which are not the responsibility of private/public utilities. ENGINEER shall take reasonable precautions to avoid damaging underground utilities that are properly marked. The OWNER agrees to waive any claim against ENGINEER and will indemnify and hold ENGINEER harmless from any claim of liability, injury or loss caused by or allegedly caused by ENGINEER’s damaging of underground utilities that are not properly marked or are not called to ENGINEER’s 4.7 16 attention prior to beginning the underground sampling/testing. 21. UNMANNED AERIAL SYSTEMS If operating UAS, ENGINEER will obtain all permits or exemptions required by law to operate any UAS included in the services. ENGINEER’s operators have completed the training, certifications and licensure as required by the applicable jurisdiction in which the UAS will be operated. OWNER will obtain any necessary permissions for ENGINEER to operate over private property, and assist, as necessary, with all other necessary permissions for operations. 22. OPERATIONAL TECHNOLOGY SYSTEMS OWNER agrees that the effectiveness of operational technology systems and features designed, recommended or assessed by ENGINEER (collectively “OT Systems”) are dependent upon OWNER’s continued operation and maintenance of the OT Systems in accordance with all standards, best practices, laws, and regulations that govern the operation and maintenance of the OT Systems. OWNER shall be solely responsible for operating and maintaining the OT Systems in accordance with applicable laws, regulations, and industry standards (e.g. ISA, NIST, etc.) and best practices, which generally include but are not limited to, cyber security policies and procedures, documentation and training requirements, continuous monitoring of assets for tampering and intrusion, periodic evaluation for asset vulnerabilities, implementation and update of appropriate technical, physical, and operational standards, and offline testing of all software/firmware patches/updates prior to placing updates into production. Additionally, OWNER recognizes and agrees that OT Systems are subject to internal and external breach, compromise, and similar incidents. Security features designed, recommended or assessed by ENGINEER are intended to reduce the likelihood that OT Systems will be compromised by such incidents. However, ENGINEER does not guarantee that OWNER’s OT Systems are impenetrable and OWNER agrees to waive any claims against ENGINEER resulting from any such incidents that relate to or affect OWNER’s OT Systems. 23. FORCE MAJEURE ENGINEER shall not be responsible for delays caused by factors beyond ENGINEER’s reasonable control, including but not limited to delays because of strikes, lockouts, work slowdowns or stoppages, government ordered industry shutdowns, power or server outages, acts of nature, widespread infectious disease outbreaks (including, but not limited to epidemics and pandemics), failure of any governmental or other regulatory authority to act in a timely manner, failure of the OWNER to furnish timely information or approve or disapprove of ENGINEER’s services or work product, or delays caused by faulty performance by the OWNER’s or by contractors of any level or any other events or circumstances not within the reasonable control of the party affected, whether similar or dissimilar to any of the foregoing. When such delays beyond ENGINEER’s reasonable control occur, the OWNER agrees that ENGINEER shall not be responsible for damages, nor shall ENGINEER be deemed in default of this Agreement, and the parties will negotiate an equitable adjustment to ENGINEER’s schedule and/or compensation if impacted by the force majeure event or condition. n24. EMPLOYEE IMMUNITY The parties to this Agreement acknowledge that an individual employee or agent may not be held individually liable for negligence with regard to services provided under this Agreement. To the maximum extent permitted by law, the parties intend i) that this limitation on the liability of employees and agents shall include directors, officers, employees, agents and representatives of each party and of any entity for whom a party is legally responsible, and ii) that any such employee or agent identified by name in this Agreement shall not be deemed a party. Specifically, in the event that all or a portion of the services is performed in the State of Florida, the following provision shall be applicable: THE PARTIES ACKNOWLEDGE THAT PURSUANT TO APPLICABLE FLORIDA STATUTES AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE WITH REGARD TO SERVICES PROVIDED UNDER THIS AGREEMENT. To the maximum extent permitted by law, the Parties intend i) that this limitation on the liability of employees and agents shall include directors, officers, employees, agents and representatives of each Party and of any entity for whom a Party is legally responsible, and ii) that any such employee or agent identified by name in this Agreement shall not be deemed a Party. The Parties further acknowledge that the Florida statutes referred to above include but are not limited to: §558.0035(1)(a)- (e);§471.023(3)(an engineer is personally liable for negligence except as provided in § 558.0035); §472.021(3) (surveyor and mapper); §481.219(11)(architect and interior designer);§481.319(6) (landscape architect); and §492.111(4) (geologist). 4.7 COUNCIL STAFF REPORT DATE: January 6, 2026 FROM: Jesse Struve PE, Director of Public Works / City Engineer TO: Mayor and City Council City Manager Adam R. Bell CC: RE: Approve Upgrades to East Lift Station Generator Background This project was originally scheduled in 2025 but was pushed to 2026 to better manage the sanitary sewer fund. There are three parts for this project includes the replacement of the emergency generator in the amount of $46,028, improvements electrical improvements in the amount of $34,140, and improvements to the panel in the amount of $44,734 . The total project amount is $124,902. The 2026 Long-Term Plan allocated $200,000 for this project. This project will install a new generator, new electrical panel with built -in automation transfer switch, complete electrical installation, and the relocation of the panel further from the generator to comply with updated building codes. We are transitioning from existing 240V – 3- phase configuration because it is no longer supported due to ongoing reliability issues. This project is currently funded through the Long-Term Plan and is under the approved amount. Requested City Council Action Staff recommend approval of motion to approve the resolution approving the upgrades to the East Lift Station Generator. Attachments •Quote from Total Control •Quote from TEC •Quote from Zeigler Power Systems 4.8 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026- APPROVE UPGRADES TO EAST LIFT STATION GENERATOR WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the City of Crystal; and WHEREAS, the City has developed a long-term plan for the replacement and maintenance of vehicles and equipment in the fleet; and WHEREAS, the City solicited quotes for the replacement of the excavator; and WHEREAS, the purchase of this excavator maintains operational capabilities while maintaining the existing budget. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Crystal City Council hereby approves the upgrades to the East Lift Station generator in the amount of $124,902. Adopted this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.8 January 9, 2026 To: City Utilities Re: Crystal, Minnesota – East Lift station Improv. ________________________________________________________________ Total Control Systems, Inc. (TCS) proposes to furnish equipment and services in accordance with the project plans and specifications that were received. Lift Station Controls 208v 3ph 10hp pump duplex Including: Liftstation control panel Main breaker /Transfer sw. 200 amp (SE rating) Auto Transfer Switch 200amp Zenith NEMA 3R 4 door 2 sided stainless steel enclosure Inner doors Enclosure SS legs and skirts with louvers Incoming power terminal block Pump circuit breakers Control circuit breakers Hand-Off-Auto switches, oil tight, 30 mm Pushbutton switches, oil tight 30mm Lamps, LED, oil tight, 30mm Condensation heater/fans, 400 watt Starters, NEMA Size 2 SSOL Cooling fans with stainless hoods Power monitor Lightning arrestor (TVSS) 25KVA Intrinsic barriers Class I, Div 1, Group C, D Relays GFI receptacle rated at 20 amps External alarm strobe Control power TVSS Ethernet switch Cradlepoint unit and antennas Uninterruptible power supply (UPS) Allen-Bradley Micrologix 1400 and cards Backup controller Operator interface 7” Color Elapsed time meters (2) RTU outlet Floats suspended type (2) Submersible transmitter Keller Door switches Documentation Master PLC program modifications SCADA software and screen additions Reports Total Control Systems, Inc 38841 Nyman Drive NE PO Box 40 Stanchfield, MN 55080-0040 Phone 320-396-4442 / Fax 320-396- 4443 4.8 Master alarm dialer programming Training Programming, training Existing SCADA modifications Testing and commissioning Price for the East lift station panel package: $44,734.00 excluding tax. Does not include: Sales Tax (exempt) Antenna/Light Pole Hand holes Meter sockets/Cold sequence disconnects Grounding materials Underground warning tape Installation of panels Conduit Fiber conduits to panel Permits Demolition Generator and equipment Any wire external to panel - We acknowledge receipt of Addendum No. . - Terms are Net 30 days from invoice date. No retainage allowed. A 1.5% charge per month added to any past due balance. Price may be dependent on past credit history. - This quote/proposal valid for 60 days. - Work to commence after receipt of an acceptable written purchase order acknowledging acceptance of our terms. - F.O.B. job-site. - Start-up service/training, documentation and equipment adjustment is included as specified. - TCSI does not accept any liquidated damages. - No Bid or Performance Bonds included - Additional insurance not required by specifications is extra. - ALL PANELS FURNISHED BY TCS WILL HAVE A UL 508 SERIALIZED OR UL698A ENCLOSED INDUSTRIAL CONTROL PANEL RELATING TO HAZARDOUS LOCATIONS WITH INTRINSICALLY SAFE CIRCUIT EXTENSIONS LABEL, AS REQUIRED. If you have any questions regarding our proposal, please contact our office. We look forward to working with you on this project. Sincerely, TOTAL CONTROL SYSTEMS, INC. Al Doberstein AD/kd 4.8 Estimate Date 1/15/2026 Estimate # 1513 Name/Address City of Crystal 4141Douglas Drive N. #1696 Crystal, MN 55422 Project We look forward to working with you! Phone # 763-263-5703 Fax # 763-263-5709 E-mail pfulkerson@taylorelectricco.net Total Taylor Electric Company 19717 207th Street Big Lake, MN 55309 Description Qty Rate Total East Lift Station Electrical Rehabilitation at 480 Volts Labor 15,098.00 15,098.00 Material 6,040.00 6,040.00 Electrical Permit 220.00 220.00 Equipment Cost 2,083.00 2,083.00 Concrete Work 10,699.00 10,699.00 ***INCLUDES*** 1) Electrical Permit 2) Demo of all Existing Electrical Equipment, Disposal by others 3) Demo of Old Generator Concrete Pad 4) Pour New Concrete Pads for the New Generator and Control Panel 5) Install New Control Panel and Generator Furnished by others 6) Disconnect and Reconnect Existing Fiber Cable and Camera Cable 7) Furnish and Install all New Conduit and Wire to Complete the Project 8) Service Lateral Estimated to run back to Existing Xcel Pole where Transformer Bank is Located ***EXCLUDES*** 1) Disposal of Existing Electrical Equipment 2) Restoration of any kind 3) Diesel Fuel for Generator $34,140.00 4.8 Proposal by 8050 County Road 101 East Shakopee, MN 55379 952.233.4720 Tyler.Hanson@ZieglerCAT.com To: City of Crystal Attn: Jose Galeano Re: Caterpillar Generator Proposal City of Crystal Lift Station WE PROPOSE TO FURNISH IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS, TERMS AND CONDITIONS QUANTITY: One (1) new CATERPILLAR emergency standby generator set mounted in Outdoor insulated/sound attenuated enclosure rated 74dBA @ 23 feet. MODEL: D50GC – Diesel RATING: 50kW – Stand By VOLTAGE: 277/480 volts, 3 phase, 60 HZ, 1800 RPM BREAKER: One (1) 100A adjustable LSI circuit breaker; 100% rated SWITCHGEAR: none- built into controls FUEL TANK: Dual wall sub-base fuel tank, 203 gallons, 24 hour runtime MONITORING: Product Link PLG444 (RAM) Included TOTAL PRICE: $46,028.00* Quote Valid for 30 Days Surcharges. In the event of an Original Equipment Manufacturer (OEM) price surcharge increase, the seller reserves the right to revise pricing and/or apply a Surcharge directly reflecting the increase received from the OEM. If any government-imposed tariffs, duties, or taxes are introduced or increased after the effective date of this agreement, which directly or indirectly affect the performance of either party's obligations, either party may choose to cancel the order but it may be subject to our order cancelation policy. * Please refer to the attached Bill of Material. * Price does not include state or local sales and/or use tax. * Delivery Jobsite on truck - included in final billing APPROXIMATE SHIPPING DATE: 30 Weeks after submittal approval F.O.B Ziegler TERMS: Net 30. 95% at Ready To Ship, 5% after start-up THIS PROPOSAL SUBJECT TO ALL PROVISIONS OF THE CONTRACT AND WARRANTY ON REVERSE SIDE ACCEPTED: Respectfully submitted, ZIEGLER INC. By Tyler Hanson, Sales Engineer By Subject to approval by APPROVED: ZIEGLER INC. Its By Proposal No. EPG31619108 Date: February 3, 2026 4.8 BILL OF MATERIAL EPG31619108 - 2 - ONE (1) EMERGENCY STANDBY GENERATOR SET, RATED AT 50KW STANDBY, 277/480 VOLT 3 PHASE, 60 HERTZ, 1800 RPM. ENGINE SPECIFICATIONS Meets EPA Regulations – Tier III C4.4 In-line 6, 4-cycle diesel Electronic governor Oil filter, spin-on type Oil and coolant drains Radiator cooling system, blower fan Water pump 12V. DC starting system Jacket water heater, 120 volt, 1000 watt Alternator, 30 ampere, 12 VDC Fuel system: Diesel NFPA110 Compliant / UL2200 Listed STANDARD ENGINE SAFETY FEATURES Shutdowns with individual warning lamps Fail to start / over-crank High coolant temperature Low lube oil pressure Over-speed Over-voltage Fuel level alarms GENERATOR SPECIFICATIONS Class H insulation, rotor and stator, single bearing design Flexible coupling Brushless excitation Permanent Magnet (PMG) Generator anti-condensation heater Solid-state regulator, +/- l. % regulation One (1) 100 amp mainline LSI circuit breaker; 100% rated with shunt trip GCCP 1.2 CONTROL PANEL • Voltage (all phases) • Current (all phases) • Power factor • kW • KVAR • Transfer switch status • Engine speed • Low fuel pressure • Run hours • Service reminders • Fault history • Oil pressure • Coolant temperature • Low oil pressure shutdown • High coolant temperature shutdown • Overvoltage / Over-speed • Not in auto position (flashing light) 4.8 BILL OF MATERIAL EPG31619108 - 3 - GCCP 1.2 CONTROL PANEL CONTINUED… • Time & Date • Exercise speed • Protection Fail to start shutdown Low oil pressure shutdown Low/High battery voltage Battery charger failure Under-speed/Over-speed • Emergency stop • Programmable auto crank function • 2 wire start for any transfer switch • Adjustable engine speed at exerciser • RS485 port remote communication • Governor controller and voltage regulator are built into the master control board • Temperature range -40 °C to 85 °C SWITCHGEAR: none ANCILLARY EQUIPMENT Outdoor insulated/sound attenuated steel enclosure Color, CAT White Motorized dampers Interior LED convenience lights Dual wall UL listed integral fuel tank, 24-hour capacity (203 gallons), lockable fuel fill cap Battery charger, 10-amp float type, generator mounted Battery, with battery rack and cables GFCI convenience outlet ZIEGLER SERVICES Submittal drawings Technical data, engine, generator, radiator and all ancillary equipment Reliability Certifications Drawings, schematics, wiring diagrams Testing Prototype testing Production, factory testing Alternator Factory Test Report Start up and field-testing Testing on site using native load 24-hour parts and emergency service Operation and Maintenance manuals Personnel training COMMENTS AND CLARIFICATIONS Electrical installation not included Concrete pad not included Crane/rigging not included Delivery to jobsite included Startup/commissioning with load bank included 4.8 BILL OF MATERIAL EPG31619108 - 4 - NOTES - Ziegler limits the scope of supply for this quotation to the equipment and services listed. Equipment not listed is assumed to be provided by others. - Preventative maintenance options available for purchase. - Ziegler cannot provide air emission permits for customers. We will provide emission information on the Caterpillar engine to the owner to aid in the permitting process. - Orders are subject to re-stocking charges if cancelled after release for production. - State and local permits for fire, air, fuel tanks or building permits are not included and provided by others. - Start-up labor is to be performed during normal business hours, Monday through Friday 7:30 am to 4:00 pm. Training is to be performed at the end of start-up. Additional trips or delays required or requested due to contractor delay and/or issues with equipment not provided from Ziegler Power Systems will be billed at published field service rates. - Field service technician availability is based upon Ziegler service operations and workload scheduling. Please allow 2-3 weeks within your project/construction schedule for technician availability from point of notice to Ziegler in coordinating services. TERMS By purchasing or financing the equipment listed on page 1 (collectively, “Products”), Purchaser hereby agrees to the preceding and following terms (collectively, “Terms”). Seller respectfully rejects any terms submitted by Purchaser not contained herein. Purchaser may issue a purchase order or similar document for administrative purposes only, and any terms in any such document are rejected, not binding, and are of no force or effect. 1.ACCEPTANCE. All sales are subject to Seller’s availability of Products. The prices quoted are subject to change to those in effect at the time of shipment. Seller may accept or reject this Agreement and will not be required to give any reason for rejection. For purposes hereof, “Agreement” means, collectively, page 1 attached hereto, the Bill of Material, and these Terms. 2.ORDER CANCELLATION. Purchaser may suspend or cancel any accepted order upon written approval from Seller, such approval not to be unreasonably withheld, conditioned, or delayed. If Purchaser cancels an accepted order, in whole or in part, Purchaser agrees to pay Seller the reasonable costs and expenses (including all commitments to suppliers and subcontractors) for all direct or indirect expenses incurred by Seller prior to receiving Purchaser’s cancellation notice. In addition, a cancellation fee of 15% of the Total Price Package as identified on the first page shall be paid by Purchaser. For orders identified as Custom Orders on the first page, Purchaser will pay a cancellation fee equal to the Total Price Package. 3.PERMITS. Purchaser is responsible for obtaining any applicable federal, state or local permits, licenses, franchises, approvals, authorizations, registrations, certificates, and similar rights (collectively, “Permits”) necessary for the ownership and operation of Products, including, but not limited to, fire, air, fuel tanks or building permits. Seller will not obtain or provide any Permits, including, but not limited to, air emission permits, for or on behalf of Purchaser. 4.EXCLUSIONS. Unless otherwise stated on page 1, Purchaser is responsible for: (1) adequate site conditions and security, (2) off-loading and placement of Products, including, but not limited to, rigging, crane, or other equipment for removal from delivery truck or placement on pad, (3) mechanical and electrical installation, (4) arc-flash study or similar engineering requirements, (5) scheduled maintenance and fuel costs, including initial fuel fill or fuel testing, (6) pad or enclosure, (7) removal or disposal of existing equipment, and (8) any and all other equipment or services not expressly listed on the Bill of Material attached hereto. 5.SERVICES. Unless otherwise stated on page 1, any Services will be performed during normal business hours of Seller, meaning Monday through Friday, 7:30am to 4:00pm. Additional trips or delays required or requested due to Purchaser delay or issues with services or equipment not provided from Seller will be billed at published field rates. 6.PAYMENT. Purchaser will pay Seller the compensation described on page 1, plus expenses as outlined in this Agreement. Unless specifically stated otherwise in this Agreement, payment terms are NET 20 from the date of invoice. Unless prohibited by law, failure to make timely payments shall result in default and a late fee of 1.5% per month (18% annual), which will be assessed on all past due amounts until paid in full. Any payments made will first be applied toward the late fee, then toward the past amount due. Seller reserves the right to discontinue any or all Services, or terminate this Agreement in whole or in part, at Seller’s discretion, , upon Purchaser’s failure to pay or comply with payment requirements. All undisputed amounts due under this Agreement will be paid in full without any setoff, counterclaim, deduction or withholding (other than any deduction or withholding of tax as required by law). 7.CHANGES. Seller shall supply the Products and/or Services within the scope described in this Agreement. If changes are needed or additional Products and/or Services are requested by Purchaser, Seller and Purchaser will discuss the additional Products and/or Services, and the amount of Seller’s compensation will be equitably adjusted. A verbal commitment or authorization by Purchaser to purchase Products and/or perform Services outside of the initial scope will be binding on Purchaser and will entitle Seller to additional compensation. Any Product orders and/or Services performed outside of the original scope at the direction of the Purchaser will be deemed to be included under this Agreement. 4.8 BILL OF MATERIAL EPG31619108 - 5 - 8. TAXES. Purchaser agrees to pay all taxes, assessments, licenses, and governmental charges of any kind resulting on account of Purchaser’s purchase, possession, or use of Products or Services, except as otherwise provided in Section 24. 9. FINANCING. If Purchaser finances Products, Seller’s acceptance of this Agreement is subject to the approval of Seller’s or Purchaser’s lender, and Purchaser will sign any security agreement and financing statement required by such lender. 10.ADDITIONAL DOCUMENTATION. On Seller’s reasonable request, Purchaser will, at its expense, sign and deliver all such further documents and instruments, and take all such further acts, necessary to give full effect to this Agreement or otherwise reasonably required by Seller. If Purchaser fails to sign and deliver such documents or instruments to Seller, the entire balance for the Products sold and Services performed under this Agreement will, upon Seller’s tender of performance and at Seller’s option, become immediately due and payable. 11.SECURITY INTEREST. To secure Purchaser’s prompt and complete payment of any present and future indebtedness of Purchaser to Seller under this Agreement, or any document or instrument signed in connection with this Agreement, Purchaser hereby grants Seller a security interest in Products, wherever located, whether now existing or hereafter arising from time to time, and all accessions thereto and replacements or modifications thereof, as well as all proceeds (including insurance proceeds) of the foregoing. Purchaser acknowledges that the security interest granted under this Section 11 is a purchase-money security interest under applicable law. Seller may file a financing statement to perfect the security interest, and Purchaser will sign any statements or other documents necessary to perfect Seller’s security interest. Purchaser also authorizes Seller to sign, on Purchaser’s behalf, statements or other documentation necessary to perfect Seller’s security interest. Seller may exercise all rights and remedies of a secured party under applicable law. 12.TITLE AND RISK OF LOSS; DELIVERY. Title and risk of loss to Products passes to Purchaser upon Delivery. “Delivery” occurs upon Seller’s delivery of the Products to the carrier in the event of shipment, or Purchaser’s receipt of Products at Seller’s location. 13.SHIPMENT. Unless otherwise specified on page 1, Products will be shipped to Purchaser’s address set forth on page 1 via carriers selected by Seller. Seller shall not be liable for any delays, loss or damage in transit. 14.INDEMNIFICATION. Purchaser will indemnify Seller, and their respective officers, directors, partners, members, shareholders, employees, agents, affiliates, subsidiaries, successors, and permitted assigns, against any losses, liabilities, damages, costs or expenses (including reasonable attorneys’ fees) for death, personal injury, or damage to property to the proportionate extent the same have been proximately caused by the negligence or willful misconduct of, or breach of this Agreement by, Purchaser or its officers, directors, employees, or agents. Subject to the limitations set forth in this Agreement, Seller will indemnify Purchaser and its respective officers, directors, employees, agents, assigns and successors, against any losses, liabilities, damages, costs or expenses (including reasonable attorneys’ fees) for death, personal injury, or damage to property to the proportionate extent the same have been proximately caused by the negligence or willful misconduct of, or breach of this agreement by Seller or its officers, directors, employees, or agents in the performance and furnishing of the services. 15.INSURANCE. Upon Delivery, and at all times thereafter while there is any balance due under this Agreement, Purchaser agrees, at its own expense, to have and keep Products insured against loss by fire, theft, collision, vandalism, and any other hazard as Seller may require by an insurance company acceptable to Seller and in an amount no less than the balance due under or in connection with this Agreement. On Seller’s request, Purchaser will provide Seller with a Certificate of Insurance from Purchaser’s insurer evidencing the coverages specified in this Section 15. Purchaser agrees to provide Seller with 10 business days’ advance notice in the event of cancellation or a material change in any of its policies. Seller will maintain in full force and effect throughout the term of this Agreement the following forms of insurance: (a) worker's compensation and occupational disease insurance within statutory limits; (b) commercial general liability insurance, including products and completed operations, contractual liability, and personal injury, written on an occurrence basis, with limits not less than a combined single limit per occurrence of $1,000,000 and $2,000,000 general aggregate for bodily injury and property damage; $1,000,000 aggregate for products/completed operations; and $1,000,000 per person for personal injury/advertising injury; (c) automobile liability insurance for vehicles owned or operated by Seller, its employees or agents, with combined bodily injury and property damage limits of liability of no less than $1,000,000 per occurrence; and (d) excess liability insurance over that required in items (a), (b) and (c) above, under the umbrella form, with a limit of liability of no less than $1,000,000 each occurrence. Upon written request, Seller will provide to Purchaser a Certificate of Insurance evidencing Seller's compliance with such insurance requirements. All such policies will be maintained in full force and effect during the term of this Agreement, and will not be permitted to lapse, or be canceled, altered or amended without prior written notice having been furnished to Purchaser. 16.BILL AND HOLD. If Purchaser requests to be billed prior to Delivery, in its determination, notwithstanding any provisions to the contrary herein, Purchaser assumes all risk of ownership and liability for Products as of the date of the invoice, including insuring Products in accordance with Section 15. Purchaser shall indemnify, hold harmless, and defend Seller and its parent, officers, directors, partners, members, shareholders, employees, agents, affiliates, successors, and permitted assigns against any loss or damage to Products between the invoice date and the date and time of Delivery. In this instance, Purchaser acknowledges, other than Delivery, the transaction with respect to Products is complete, and there are no outstanding obligations preventing Delivery. 17.DAMAGES; MAXIMUM LIABILITY. IN NO EVENT WILL SELLER BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL, SPECIAL, EXEMPLARY, ENCHANCED, INDIRECT, OR PUNITIVE DAMAGES, LOST PROFITS OR REVENUES, OR DIMINUTION OF VALUE, ARISING OUT OF OR RELATING TO THIS AGREEMENT OR PRODUCTS OR SERVICES, REGARDLESS OF: (A) WHETHER THE DAMAGES WERE FORESEEABLE; (B) WHETHER OR NOT SELLER WAS ADVISED OF THE POSSIBILITY OF DAMAGES; OR (C) THE LEGAL OR EQUITABLE THEORY (CONTRACT, TORT, OR OTHERWISE) ON WHICH THE CLAIM IS BASED. IN NO EVENT SHALL SELLER’S AGGREGATE LIABILITY ARISING OUT OF OR RELATED TO THIS AGREEMENT OR PRODUCTS OR SERVICES, WHETHER ARISING OUT OF OR RELATED TO BREACH OF CONTRACT, TORT, OR OTHERWISE, EXCEED $500,000 OR THE TOTAL OF THE AMOUNTS PAID TO SELLER UNDER THIS AGREEMENT, WHICHEVER IS LESS. THE FOREGOING LIMITATIONS APPLY EVEN IF PURCHASER’S REMEDIES UNDER THIS AGREEMENT FAIL THEIR ESSENTIAL PURPOSE. 18. WARRANTY. New Products are subject to a warranty (“Warranty”) as provided by the manufacturer, which will either be included in a written warranty statement with the Product or the manufacturer’s standard warranty in force when the Product is delivered to Purchaser. The Warranty extends only to parts or attachments sold by manufacturer, and Purchaser’s failure to follow warranty conditions may result in voiding the Warranty. Neither manufacturer nor Seller will be 4.8 BILL OF MATERIAL EPG31619108 - 6 - responsible for any other warranty. All used Products are sold “as is with all faults,” and no warranty. Services performed by Seller are subject to Seller’s Service Department Labor Warranty, as it exists from time to time, and available upon request. 19.WARRANTY LIMITATIONS. Notwithstanding the provisions of Section 18, a Warranty does not apply where Products: (a) are subjected to abuse, misuse, neglect, negligence, accident, improper testing, improper installation, improper handling, abnormal physical stress, abnormal environmental conditions, or use contrary to any instructions issued by Seller or manufacturer; (b) have been reconstructed, repaired, or altered by any persons other than Seller or its authorized representative; or (c) have been used with any third-party product, hardware, or product that has not been previously approved in writing by Seller. Notwithstanding anything in this Agreement to the contrary, Seller’s liability under any Warranty is discharged, in Seller’s sole discretion and at its expense, by repairing or replacing any defective Products, or crediting or refunding the price of any defective Products, less any applicable discounts, rebates, or credits. 20.WARRANTY DISCLAIMER. EXCEPT FOR THE WARRANTY AND SELLER’S SERVICE DEPARTMENT LABOR WARRANTY SET FORTH IN SECTION 18, NEITHER SELLER NOR ANY PERSON ON SELLER’S BEHALF HAS MADE OR MAKES ANY EXPRESS OR IMPLIED REPRESENTATION OR WARRANTY, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, WHETHER ARISING BY LAW, COURSE OF DEALING, COURSE OF PERFORMANCE, USAGE OF TRADE, OR OTHERWISE, ARE EXPRESSLY DISCLAIMED. PURCHASER ACKNOWLEDGES IT HAS NOT RELIED ON ANY REPRESENTATION OR WARRANTY MADE BY SELLER, OR ANY OTHER PERSON ON SELLER’S BEHALF. 21.DATA AND PRIVACY. Seller and its partners, affiliates, subsidiaries, and third parties, including, but not limited to, suppliers, manufacturers, dealers, and service providers (collectively, “Seller Parties”), collect and share information relating to products, services, and customers as detailed in Seller’s Privacy Policy located at www.zieglercat.com/privacy as well as applicable manufacturers’ statements, which are hereby incorporated into this Agreement by this reference. Manufacturers’ statements may be updated at any time without notice. Products equipped with telematics or other tools, applications, or devices to collect, process, and assess information, such as equipment locations, operating hours, health of equipment, and basic utilization (collectively, “Telematics”), whether manufactured by Caterpillar or by other companies, collect and transmit information to Seller Parties with a legitimate business reason to access the information, including, but not limited to, providing services and support, developing new products and services, personalizing user experiences, improving products, or compliance with legal obligations. Purchaser understands that Telematics or other tools, as applicable, may have been activated on Products by Seller or the manufacturer, and may be subject to or required by specific manufacturer user agreements available to Purchaser upon request. Purchaser consents to the collection, use, storage, processing, sharing, and disclosure of such information by Seller Parties in accordance with this Agreement, Seller’s Privacy Policy, and applicable manufacturers’ statements. 22.INTELLECTUAL PROPERTY. All intellectual property rights in the Products, including patents, trademarks, internet domain names, works of authorship, expressions, designs, and design registrations, whether are not copyrightable, trade secrets, and all other intellectual property rights related to or associated with Products (collectively, “Intellectual Property”) are the sole and exclusive property of manufacturer. Purchaser will not acquire any ownership interest in any Intellectual Property under this Agreement. If Purchaser acquires any Intellectual Property rights in or relating to any Products by operation of law or otherwise, these rights are deemed and are hereby irrevocably assigned to manufacturer or its licensors, as the case may be, without further action by either party. 23.CONFIDENTIALITY. Neither party shall disclose or otherwise make available to any other person or entity, or use other than in connection with performance of this Agreement, the contents of this Agreement or any other documents, data or information previously delivered or to be delivered to the other party in connection herewith, except as such disclosure may be required by governmental or regulatory authorities. Information may be divulged to other parties upon prior written consent from the disclosing party. 24.INDEPENDENT CONTRACTOR. The parties agree that Purchaser and Seller will be independent contractors, and neither Seller nor its employees will be considered employees of Purchaser. It is understood and agreed that nothing herein is intended nor shall be construed to create an employer/employee, partnership, or joint venture relationship between Purchaser and Seller. Purchaser will not deduct from any payment to Seller hereunder any income tax, FICA payments, or any other expenses, unless required by law. Payment of federal income tax, FICA payments and state income taxes relating to Seller’s employees or its income are the responsibility of Seller. Purchaser agrees and acknowledges that neither it nor any of its employees, agents or representatives has any right or authorization, express or implied, to act for Seller or incur, assume or create any obligation, responsibility, or liability on behalf of Seller or make any representations or warranties concerning Seller, Products, or Services in the name of or on behalf of Seller or bind Seller in any manner whatsoever. 25.ENTIRE AGREEMENT; AMENDMENT. An order will not be binding upon Seller until it is accepted in writing by an authorized representative of Seller. Purchaser may not revoke its purchase of Products. This Agreement constitutes the entire agreement of the parties with respect to the subject matter hereof and supersedes all prior and contemporaneous understandings, agreements, representations, and warranties, written and oral, regarding such subject matter. No modification of this Agreement is effective unless it is in writing and signed by each party. 26.FORCE MAJEURE. Neither party will be liable to the other party, and will not be deemed to have breached this Agreement, for any failure or delay in performing any term of this Agreement, to the extent the failure or delay is caused by or results from acts beyond a party’s control, including acts of God, flood, fire, earthquake, explosion, war, invasion, hostilities, terrorist threats or acts, cyber-attacks, riot or other civil unrest, insurrection, requirements of law, embargoes or blockades, actions by any governmental authority, national or regional emergencies, epidemics or pandemics, labor stoppages or slowdowns or other industrial disturbances, delays in manufacture, supply shortages, or shortages of adequate power or transportation facilities (collectively, “Force Majeure Events”). Any Force Majeure Event that has an adverse effect on a party’s ability to perform will absolve such party from any liability to the other party. 27.ASSIGNMENT. This Agreement shall not be assignable by either party without the prior written consent of the other party, provided that Seller may use subcontractors to perform portions of the Services at Seller’s sole discretion. Except as otherwise provided, this Agreement shall be binding upon and inure to the benefit of the parties’ successors and lawful assigns. 28.NOTICES. Any notice required or permitted to be given under this Agreement shall be in writing and shall be hand-delivered or sent by registered or certified first-class mail, postage prepaid, or commercial overnight delivery service to the address listed above 4.8 BILL OF MATERIAL EPG31619108 - 7 - for the party to whom notice is to be given, and shall be effective upon delivery if hand-delivered, three (3) days after mailing, if mailed, or one (1) day after delivery to a commercial overnight delivery service. 29.WAIVER. No waiver of any provisions of this Agreement will be deemed a waiver of any other provisions, nor will any waiver constitute a continuing waiver. No waiver will be binding unless executed in writing by the party making the waiver. 30.SEVERABILITY. If any provision of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of this Agreement shall remain in full force and effect and will in no way be affected, impaired or invalidated. 31.DISPUTES. Purchaser shall pay Seller’s legal fees, court costs, and any other costs of recovery incurred in enforcing the terms of this Agreement. This Agreement is governed by and to be construed in accordance with the laws of the State of Minnesota, without regard to its principles of conflicts of law. If legal action is brought to enforce this Agreement, the Federal District Court of Minnesota (4th Division) or Hennepin County District Court (4th Judicial District) will be the exclusive jurisdiction and venue for said action unless Seller, in its sole discretion, commences proceedings in a different jurisdiction or venue. 32.UCC. All terms used but not defined in this Agreement that are defined in the Minnesota Uniform Commercial Code, as amended from time to time (the “UCC”), have the meanings set forth in the UCC, and such meanings will automatically change at the time any amendment to the UCC, which changes such meanings, becomes effective. 33.COUNTERPARTS. This Agreement may be separately signed by Seller and Purchaser in any number of counterparts, each of which, when signed and delivered, will be deemed to be an original, and all of which will constitute the same Agreement. 34.ELECTRONIC SIGNATURES. Purchaser agrees that the Electronic Signatures (whether digital or encrypted) included in this Agreement are intended to authenticate this writing and have the same effect as manual signatures. “Electronic Signature” means any electronic sound, symbol, or process attached to or logically associated with a record and executed and adopted by a person with the intent to sign the record, including facsimile or email electronic records, in accordance with the Uniform Electronic Transactions Act, Minnesota Statutes 325L.01–325L.19, as amended from time to time. A signed copy of this Agreement delivered by facsimile, email, or other means of electronic transmission is deemed to have the same legal effect as delivery of an original signed copy of this Agreement. 4.8 COUNCIL STAFF REPORT DATE: February 11, 2026 FROM: John Elholm, Recreation Director Jason Minnick, Facilities Supervisor TO: Mayor and City Council City Manager Adam R. Bell RE: Replacement of three furnaces in the Crystal Cove Aquatic Center building Background The three furnaces in the Crystal Cove Aquatic Center building are 20 years old and are nearing the end of their useful life. The furnaces are small, and are primarily used to keep the building from freezing during the winter months. There is one furnace each in the concession stand, central part of the building and mechanical room. Budget The 2026 capital plan (buildings fund) includes $45,000 to replace the three furnaces. The following quotes were received to complete the work. Golden Valley Heating & Air $ 25,485 UHL $ 26,250 Requested City Council Action Staff recommends approval of the attached resolution, entering into an agreement with Golden Valley Heating & Air, Inc., for the replacement of three furnaces in the Crystal Cove Aquatic Center building. 4.9 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-xx RESOLUTION IN SUPPORT OF FURNACE REPLACEMENT IN THE CRYSTAL COVE AQUATIC CENTER BUILDING WHEREAS, the City of Crystal owns and operates the Crystal Cove Aquatic Center; and WHEREAS, the three furnaces in the aquatic center building are 20 years old and at end of their useful life; and WHEREAS, the 2026 capital improvement plan (buildings fund) includes funds to replace the furnaces; and WHEREAS, quotes were sought to replace the aquatic center building furnaces; and WHEREAS, the lowest quote was received from Golden Valley Heating and Air, Inc., in the amount of $25,485 to do the specified work. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal: A.That the Crystal City Council wishes to enter into an agreement with Golden Valley Heating & Air, Inc., in the amount of $25,485, to replace three furnaces in the Crystal Cove Aquatic Center building: B.That the Crystal City Council hereby authorizes the mayor and city manager to sign the agreement with Golden Valley Heating & Air, Inc. for completion of the work. Adopted this 17th day of February, 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. FURNACE REPLACEMENT AGREEMENT GROGAN PARK / AQUATIC CENTER BUILDING THIS GROGAN PARK / AQUATIC CENTER FURNACE REPLACEMENT AGREEMENT (“Agreement”) is made and entered into this 17th day of February, 2026, by and between the City of Crystal, a Minnesota municipal corporation, located at 4141 Douglas Drive North, Crystal, Minnesota 55422 (“City”), and Golden Valley Heating & Air, Inc., a Minnesota company located at 5182 W Broadway Ave, Crystal, MN 55429 ("Contractor"). The City and the Contractor may hereinafter be referred to individually as a “party” or collectively as the “parties.” RECITALS A. The City desires to have three furnaces replaced at the Crystal Cove Aquatic Center in Grogan Park, a City Park located at 4848 Douglas Drive North ("Park"). B. The Contractor provided the City a written quote for the installation of three furnaces at the aquatic center with specifications established by the City ("Project"). C. The Contractor desires to undertake and complete the Project for the City in accordance with the terms and conditions of this Agreement. AGREEMENT In consideration of the mutual promises and agreements contained herein, and intending to be legally bound, the City and the Contractor hereby agree as follows: 1. Scope of Work. a. The Contractor, for and in consideration of the payment or payments herein specified and to be made by the City, covenants and agrees to furnish all materials, all necessary tools, and equipment, and to do and perform all the work and labor necessary to complete the Project, all in strict conformity with the Contractor’s quote and scope of work contained in the attached Exhibit A (all work, materials and equipment set forth in this paragraph and contained in Exhibit A are hereinafter collectively referred to as the “Specifications”). Said Specifications are hereby fully incorporated as part of this Agreement. b. The Contractor agrees that all work and labor shall be done in the best and most diligent manner and that all materials and labor shall be in entire and strict conformity in every respect with the said Specifications and shall be subject to the inspection and approval by the proper authorities of the City for the supervision of the work, and in case any of said material or labor shall be rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done anew to the satisfaction and approval of the City at the cost and expense of the Contractor. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. c. The Contractor agrees to make good, replace, and renew at the Contractor’s own cost and expense any loss or damage to the work and Project occurring during the installation or prior to the final acceptance thereof by the City, by reason of fire, tornado, theft, or any cause whatsoever, and to be wholly responsible for the installation, completion and delivery of the Project in its entirety for the final acceptance by the City; and any payment or payments made to the Contractor hereunder, shall not be construed as operating to relieve the Contractor from responsibility for the construction and delivery of the Project as provided and agreed through this Agreement. 2. Schedule; Liquidated Damages. a. The Contractor agrees to commence the work on the Project at the earliest practicable date and to prosecute the same diligently and without delay and to have the work entirely completed in every respect to the satisfaction and approval of the City on or before October 15, 2026. In case of the failure on the part of the Contractor, for any reason except with the written consent of the the City, to complete the Project on or before said date, the City shall have the right to deduct from any money due or which may become due to the Contractor, the amount of two hundred dollars ($200.00) per day for each and every day elapsing between the time stipulated for the completion and the actual date of completion, in accordance with the terms thereof; or if no moneys shall be due the Contractor, the City shall have the right to recover such sum; such deduction to be made or such sum to be recovered not as a penalty, but as liquidated damages. The Contractor agrees that it will be difficult for the City to determine the amount of all damages that the City would incur as a result of delay and that the liquidated damages set forth in this paragraph are reasonable. b. The Contractor agrees to notify the City in writing of any and all causes of delay of work, or any part thereof, within 24 hours after such cause of delay shall arise, and in case of the failure of the Contractor to perform this Agreement and complete the work at the time hereinafter specified, the City may immediately, or at any time thereafter, proceed to complete the work at the cost and expense of the Contractor. Upon receipt of written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay the completion of the work, including without limitation, fire, flood, epidemic, strikes, wars, acts of God, acts of public authorities, or delays or defaults caused by public carriers, the City shall reasonably extend the date previously specified for the completion of the work and in such case the Contractor shall only become liable for such liquidated damages for failure to perform during any delay after the time is so extended. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 3. Compensation. a. This is a lump sum agreement. The City agrees to pay the Contractor the lump sum identified in the Contractor’s quote, which is attached hereto as Exhibit A. If the Contractor properly performs the work, the City shall, from month to month before completion of the work and pursuant to invoices from the Contractor, pay the Contractor up to 95 percent of the amount already earned under the Agreement. When the work is 95 percent or more completed, upon the sole determination of City staff, such portions of the retained price shall be released only as the City determines it need not be retained to protect the interest of the City in the satisfactory completion of the Agreement. The balance shall be retained by the City until the final performance and completion of this Agreement by the Contractor to the satisfaction, approval, and acceptance of the City including provision by the Contractor of Minn. Dept. of Revenue Form IC-134 or other authorized proof of the Contractor’s compliance with applicable state laws. b. No claim for extra work done or materials furnished by the Contractor will be made by the Contractor or allowed by the City, nor shall the Contractor do any work or furnish any materials not covered by the Specifications, unless such work or materials is ordered in writing by the City. Any such work or materials which may be done or furnished by the Contractor without such written order first being given, shall be at the Contractor's own risk and expense. 4. Non-Discrimination. The Contractor agrees that in the hiring of common or skilled labor for the performance of any work under this Agreement or any subcontract hereunder, no contractor, material supplier, or vendor, shall, by reason of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion, discriminate against any person or persons who are qualified and available to perform the work to which such employment relates; that neither the Contractor nor any subcontractor, material supplier, or vendor, shall in any manner discriminate against, or intimidate, or prevent the employment of any such person or persons from the performance of work under this Agreement or any subcontract hereunder on account of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. 5. Insurance. The Contractor shall maintain commercial general liability coverage for all work covered under the Agreement in at least the amounts of $1,500,000.00 per occurrence for combined bodily injury and property damage, and $2,000,000 in the general aggregate, and commercial automobile liability insurance in at least the amount of $1,000,000 per occurrence for combined bodily injury and property damage covering owned, non-owned, and hired automobiles. The Contractor shall provide the City with a current certificate of insurance listing the City as an additional insured with respect to the aforementioned policies. To meet the requirements herein, the Contractor may use a combination of excess and umbrella coverage. The Contractor also agrees to keep in force during the entire term of this Agreement statutory workers’ compensation insurance. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 6. Indemnification. The Contractor hereby agrees to indemnify, defend and hold the City and its officers, elected and appointed officials, employees, administrators, commissioners, agents, and representatives harmless from and indemnified against any and all loss, costs, fines, charges, damage and expenses, including, without limitation, reasonable attorneys’ fees, consultants’ and expert witness fees, and travel associated therewith, due to claims or demands of any kind whatsoever (including those based on strict liability) only to the extent caused by and arising out of (i) the activities contemplated by this Agreement, (ii) including, without limitation, any claims for any lien imposed by law for services, labor or materials, or (iii) by reason of the execution of this Agreement or the performance of this Agreement. The Contractor, and the Contractor’s successors or assigns, agree to indemnify, defend and save the City, and its officers, agents, and employees, harmless from all such claims, demands, damages, and causes of action and the costs, disbursements, and expenses of defending the same, including but not limited to, attorneys’ fees, consulting engineering services, and other technical, administrative or professional assistance. The Contractor further agrees to indemnify the City and hold it harmless from and against any and all claims, suits, and actions against, and all loss, damage, costs, or expense to the City occasioned by or arising from any infringement or claim of infringement of any letters patent, or patent rights upon or covering any patented article or articles furnished or installed by the Contractor under this Agreement for the City, of from or by reason of the use by the City of any patented article or articles furnished or installed by the Contractor for the City under this Agreement. The indemnity contained in this paragraph shall be continuing and shall survive the performance or cancellation of this Agreement. Nothing in this Agreement shall be construed as a limitation of or waiver by the City of any immunities, defenses, or other limitations on liability to which the City is entitled by law, including but not limited to the maximum monetary limits on liability established by Minnesota Statutes, Chapter 466, or otherwise. 7. Independent Contractor. The Contractor and its employees are not employees of the City. Nothing in the Agreement is intended or should be construed in any manner as creating or establishing the relationship as employer/employee, co-partners, or a joint venture between the City and the Contractor. It is agreed that the Contractor and its employees will act as an independent contractor and acquire no rights to tenure, workers’ compensation benefits, unemployment compensation benefits, medical and hospital benefits, sick and vacation leave, severance pay, pension benefits or other rights or benefits offered to employees of the City. The manner in which the Project is to be performed shall be controlled by the Contractor; however, the nature of the services and the results to be achieved shall be specified by the City. 8. Termination. The City may terminate this Agreement upon 30 days’ written notice, except that if the Contractor is in default and fails to cure the default within ten days following written notice by the City, the City has the right to terminate this Agreement immediately upon written notice of termination. The Contractor will be paid for services properly rendered and equipment property installed prior to the effective date of termination. The following provisions of this Agreement shall survive expiration, termination, or cancellation of this Agreement: Indemnification; Insurance; Governing Law; Data Practices; and Audit. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 9. Amendments. Any amendment to this Agreement must be in writing and signed by both parties. 10. Assignment. No assignment or attempted assignment of this Agreement or of any rights hereunder shall be effective without the prior written consent of the City. 11. Authority. Each of the undersigned parties warrants it has the full authority to execute this Agreement. 12. No Personal Liability. No officer, agent or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City on any obligation or term of this Agreement. 13. Notices. Any notice, demand, or other communication under this Agreement by either party to the other shall be sufficiently given or delivered if it is dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally to the addresses listed in the preamble to this Agreement, or at such other address with respect to either such party as that party may, from time to time, designate in writing and forward to the other as provided in this section. 14. No Agency. The Contractor acknowledges that nothing contained in this Agreement nor any act by the City or the Contractor shall be deemed or construed by the Contractor or by any third person to create any relationship of third-party beneficiary, principal and agent, limited or general partner, or joint venture between the City and the Contractor. 15. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 16. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 17. Compliance with Laws. The Contractor warrants that all work performed pursuant to this Agreement shall be in compliance with all federal, state and local laws, ordinances, regulations, rules, and standards. 18. Entire Agreement. This Agreement, any attached exhibits and any addenda or amendments signed by the parties shall constitute the entire Agreement between the City and Contractor, and supersedes any other written or oral agreements between and City and Contractor. 19. Severability. In the event that any one or more of the provisions of this Agreement, or any application thereof, shall be found to be invalid, illegal or otherwise unenforceable, the validity, legality, and enforceability of the remaining provisions in any application thereof shall not in any way be affected or impaired thereby. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 20. Waivers. No failure by any party to insist upon the strict performance of any covenant, duty, agreement, or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof, shall constitute a waiver of any such breach of any other covenant, agreement, term, or condition, nor does it imply that such covenant, agreement, term or condition may be waived again. 21. Data Practices. Any and all data created, collected, received, stored, used, maintained, or disseminated by the parties pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. 22. Audit. The Contractor agrees that the City, the Minnesota State Auditor, and Minnesota Legislative Auditor, or any of their duly authorized representatives, at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and transcribe any books, documents, papers, and records that are relevant and involve transactions relating to this Agreement for six years following termination of this Agreement. IN WITNESS THEREOF, the parties hereto have executed this Agreement as of the day and year written above. CITY: CONTRACTOR: By: By: ___________________________ Julie Deshler Its: Mayor Its: By: Adam R. Bell Its: City Manager 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. EXHIBIT A Contractor’s Quote 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 4.9 Grogan Park / Aquatic Center Building Furnace Replacement – Golden Valley Heating & Air, Inc. 4.9 COUNCIL STAFF REPORT DATE: February 11, 2026 FROM: John Elholm, Recreation Director TO: Mayor and City Council City Manager Adam R. Bell RE: Approval of updated Parks and Recreation Commission bylaws Background An ordinance establishing the Parks and Recreation Commission (PRC) was adopted on January 17, 2017, with an effective date of February 25, 2017. The most recent bylaws for the commission were adopted on November 8, 2018. With the age of the bylaws, the PRC requested the bylaws be reviewed and amended. Initial discussion of recommended changes began at their November 5, 2025 meeting, with additional discussion being held at their December 3, 2025 and January 7, 2026 meetings. Updates To begin the update process, recent bylaws from other city commissions were used as a starting point - to encourage some consistency between commission bylaw layout. This resulted in significant reorganizing of the Parks and Recreation Commission bylaws text. Proposed text changes from the commission included slight modification of the commission functions (1.3) to include supporting inclusive recreation, encouraging partnerships and assisting with public engagement. Other proposed changes included adding a reference to summer meetings in parks (4.2), commission agenda topics (4.4) and clarifying attendance procedures (5.2). On February 4, 2026, the Crystal Parks and Recreation Commission passed a motion to recommend approval of the updated Parks and Recreation Commission bylaws (attached). Requested City Council Action Staff recommends approval of the attached resolution; approving the Parks and Recreation Commission bylaws recommended by the Parks and Recreation Commission. 4.10 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-xx RESOLUTION APPROVING UPDATED BYLAWS FOR THE PARKS AND RECREATION COMMISSION WHEREAS, the Crystal City Council may, pursuant to section 305 of the Crystal city code, establish a commission and must approve the Commission’s bylaws; and WHEREAS, the Crystal City Council established the Parks and Recreation Commission on January 17, 2017 and approved bylaws for the commission on November 8, 2018; and WHEREAS, the Parks and Recreation Commission have reviewed the commission bylaws, and proposed changes, over the course of several meetings; and WHEREAS, on February 4, 2026, the Crystal Parks and Recreation Commission passed a motion to recommend approval of updated Parks and Recreation Commission bylaws. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that it hereby approves the attached as the updated bylaws of the Crystal Parks and Recreation Commission. Adopted this 17th day of February, 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.10 1 CITY OF CRYSTAL PARKS AND RECREATION COMMISSION BYLAWS AND OPERATIONAL PROCEDURES Article I MISSION AND DUTIES 1.1 Mission. The Crystal City Council adopted Ordinance No. 2016-08 (“Ordinance”) on February 25, 2017 to establish the Parks and Recreation Commission (“Commission”). The Commission may also be referred to as the “PRC.” The Ordinance is attached to and made part of these Bylaws and Operational Procedures (“Bylaws”). The Parks and Recreation Advisory Commission is established to promote the systematic, comprehensive development of the park facilities and recreational activities necessary for the physical, mental, emotional and well-being of the residents and visitors of the City of Crystal. 1.2 Duties. The Parks and Recreation Advisory Commission shall advise and make recommendations to the City Council in all matters pertaining to Park and Recreation facilities and programs in the City. The Commission also acts as the Tree Board and shall advise and make recommendations to the City Council in all matters pertaining to Forestry programs in the City. The Commission is advisory to the City Council, and its duties are set out in the Ordinance. The Commission must conduct its business in accordance with Section 305 of the Crystal City Code and other applicable laws. 1.3 Functions (may include but not limited to). A. Promote the understanding of park and recreation philosophy and events. B. Promote events and recreation activities through social media channels and word-of-mouth. C. Support inclusive recreation by assisting to identify barriers for seniors, youth, people with disabilities and underrepresented communities. D. Recommend improvements, planning and construction of facilities. Assist with public engagement during the planning process. E. Adopt recommendations for long-range plans. F. Recommend activity plans and standards as submitted to the Commissions by the director. G. Recommend various park rules and regulations to the City Council. H. Establish sub committees from time to time to address specific topics and/or act as liaison to other Commissions within the City. 4.10 2 I. Attend city council meetings and work sessions to advise and make recommendations on all matters pertaining to Park and Recreation programs in the city. 1.4 Commission Member Functions (Members are encouraged to do the following): A. Volunteer at park and recreation programs and events. Examples include neighborhood events, community events, summer festival, park facility dedications, etc. B. Follow city procedures to interpret community needs, conduct surveys, support referendums, encourage partnerships (with schools, non-profits, community groups, etc.), prepare materials interpreting parks and recreation and evaluate park and recreation needs in the community. ARTICLE II MEMBERS AND TERMS 2.1 Appointment of Members. The Parks and Recreation Advisory Commission shall consist of ten members. One member shall be appointed from each of the respective wards in the City, and six members shall be appointed from the City at large. The City Council evaluates potential members using the application and interview process established by the City Council. All members of the Commission shall be residents of the City of Crystal and cannot be City employees. The appointed members serve at the pleasure of the City Council, are volunteers (not City employees), and are not entitled to any compensation, but may be reimbursed for actual and necessary expenses if funds for that purpose are identified in the adopted city budget. Only members personally present at a meeting may vote; no proxies or alternate members are allowed. 2.2 Terms. Members of the Commission shall be appointed for such terms as will provide that the terms of three of the members expire in each of the first two years thereafter, and the terms of four of the members expire in the third year thereafter. ARTICLE III OFFICERS 3.1 Officers. The Commission shall elect a Chairperson, Vice-Chairperson and Secretary from among its members during the January meeting each year. Members may only serve two consecutive years as the Chair, Vice-Chair or Secretary. After two years in one of these roles, members may serve in a different officer role if chosen in the following year’s election. Should the office of Chair, Vice-Chair, or Secretary become vacant, the Commission shall elect a successor from its membership at the next regular meeting and such election shall be for the unexpired term of said office. Officers may also delegate duties of their position to other Commissioners as deemed appropriate by the Commission. 4.10 3 (a) Chair Responsibilities. The Chair is responsible for the following: (1) Working with staff liaisons to develop meeting agendas; (2) Conducting and presiding at all meetings; (3) Ensuring the Commission conducts its activities within the stated mission and bylaws of the Commission; (4) Monitoring and ensuring the progress of the Commission; and (5) Reporting to the City Council. (b) Vice-Chair Responsibilities. The Vice-Chair is responsible for the following: (1) Performing the duties of the Chair in the absence or incapacity of the Chair. (2) Serving as chair of the Tree Board. (3) Performing all other duties as prescribed by the Commission. (c) Secretary Responsibilities. The Secretary is responsible for the following: (1) May take notes at Commission meetings. (2) If Commission meeting notes are taken, forward to the staff liaison, to aid staff in preparing the meeting minutes. (3) Performing all other duties as prescribed by the Commission. ARTICLE IV MEETINGS 4.1 Meetings. All meetings of the Commission shall be conducted in accordance with the Minnesota Open Meeting Law and City Code. This means all discussion of Commission business among a quorum of members must occur at a meeting which has been posted and is open to the public. The presence of a majority of all members currently appointed to the Commission shall constitute a quorum for the purpose of conducting its business and exercising its powers and for all other purposes. In the event a quorum is not reached, a smaller number of members may meet to have informal discussion; however, formal action shall not be taken and must be reserved for such time as when a quorum of the Commission is reached. A quorum of members should not discuss Commission business by email, forms of social media, telephone, or informal meetings. Commission meetings may be canceled by the staff liaison if there are no items on the agenda for discussion. 4.10 4 4.2 Regular Meeting. The regular meeting of the Commission shall be held on the first Wednesday of every month at the Crystal Community Center at 7:00 pm. During May, June, July and August, meetings will be held in a park, potentially at an earlier time, and such locations and times will be properly noticed. The Commission may, by a majority vote, change its regular meeting dates or times for any reason provided proper public notice of the change is provided. 4.3 Special Meetings. A special meeting of the Commission may be called by the Chair, two members, or by the City Council for the purpose of transacting any business designated in the meeting notice. The notice for all special meetings shall be posted in compliance with the Minnesota Open Meeting Law. The staff liaison shall notify Commissioners at least three days prior to the meeting of the date, time, place and purpose of the special meeting. 4.4 Agenda. The agenda for regular and special meetings of the Commission shall be prepared by the staff liaison. Items to be placed on the agenda may be proposed by the Chair, a Commission member, the staff liaison, or at the request of the City Council. Other interested parties may contact the staff liaison to request that an item be placed on the agenda for consideration. All agenda topics presented by the City Council will be placed on the agenda for consideration. Agenda topics requested by other parties will be placed on an appropriate future agenda at the discretion of the staff liaison. The agenda shall be approved at each meeting prior to discussion of any items on the agenda. At the time of agenda approval, items may be removed, and the order of business may be modified by a majority vote of members present at the meeting. No item shall be added to the agenda during a meeting unless deemed urgent by the staff liaison. 4.5 Recordkeeping. All minutes and resolutions shall be in writing and shall be kept in accordance with applicable laws, rules, and City procedures. A city staff secretary is responsible for taking and preparing minutes during Commission meetings. 4.6 Reports. Commission reports, conclusions, and recommendations shall be made from time to time to the City Council, as requested by the Council or as the Commission deems appropriate in light of the matter being considered. 4.7 Work Plan. The Commission will draft an annual work plan that details proposed activities and projected timelines for the upcoming year. The Commission shall submit the work plan to the City Council for review and approval. The Commission shall annually report to the City Council on its progress completing the items identified in the approved work plan. 4.10 5 ARTICLE V PERFORMANCE 5.1 Performance of Duties. Commission Members are expected to adequately prepare for and attend meetings. Commission Members unable to complete an assigned task should notify the Commission Chair as soon as possible. After consultation with Commission officers, the Commission staff liaison may ask the City Council to review a Commission Member’s appointment based upon their assessment of significant lack of performance. 5.2 Meeting Attendance. Members are expected to attend all meetings. If a member is unable to attend a meeting, they should contact the staff liaison and Chair. The staff liaison will track attendance at each meeting. The City Council may remove a Commission Member who fails to attend three consecutive meetings of the Commission without being excused by the Chair or staff liaison. ARTICLE VI ADVISORY 6.1 Advisory. The Commission is advisory to the City Council and to the City Manager, (and to appropriate department heads). The Commission has no other official status or independent authority other than to gather, discuss, and make recommendations to the City Council and to the City Manager, (and to appropriate department heads). ARTICLE VII AMENDMENTS AND REVISIONS 7.1 Amendments and Revisions. Commission members may present recommendations for changes and amendments. These bylaws can be altered or amended by any regular monthly Commission meeting with a majority of members present, provided that notice of proposed changes and amendments is provided to each member at least 10 business days before the meeting. The Council must review and approve any changes to, and has final authority regarding, these bylaws. Adopted on the 17th day of February, 2026. 4.10 COUNCIL STAFF REPORT DATE: February 11, 2026 FROM: John Elholm, Recreation Director Brad Fortin, Parks & Facilities Superintendent TO: Mayor and City Council City Manager Adam R. Bell RE: Approval of Plans and Specifications and Authorizing Advertisement for Bids for Improvements in North Lions Park Background The baseball field in North Lions Park is scheduled to be replaced with a rectangle field in 2026. The baseball field has been removed in preparation for these improvements. The project includes construction of a full-sized field and related amenities for soccer, lacrosse, ultimate and other sports that require a rectangle field. The planning process included sharing concept plans online for public comment and monthly review by the Parks and Recreation Commission. WSB has prepared construction documents and specifications for pavement removals, erosion control, earthwork, storm sewer, water service, concrete paving, asphalt paving, irrigation, fencing and restoration. A site plan and advertisement for bid are attached here. Budget The 2026 capital plan (park improvement fund) includes $425,000 for these improvements. The project will also receive $200,000 from the Community Development Block Grant (CDBG) program through Hennepin County. Because of this outside funding, actual city expenses will be less than the budgeted capital plan amount. Requested City Council Action Staff recommends approval of the attached resolution approving plans and specifications for improvements at North Lions Park; and authorizing the advertisement of bids for construction of said improvements. 4.11 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-xx RESOLUTION APROVING PLANS AND SPECIFICATIONS AND ADVERTISEMENT FOR BIDS FOR IMPROVEMENTS IN NORTH LIONS PARK WHEREAS, the City of Crystal owns and operates North Lions Park; and WHEREAS, the 2017 Crystal Parks and Recreation System Plan recommends replacing the baseball field in North Lions Park with a rectangle field for soccer, lacrosse, ultimate and related sports; and WHEREAS, the 2026 capital improvement plan (park improvement fund) includes funding for improvements in North Lions Park; and WHEREAS, the project will also receive funding from the Community Development Block Grant (CDBG) program through Hennepin County; and WHEREAS, the planning process included sharing concept plans online for public comment and monthly review by the Parks and Recreation Commission; and WHEREAS, WSB has prepared construction plans and specifications and advertisement for bids based on these concepts. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: A.Plans and specifications for improvements in North Lions Park are approved; B.City staff and consultants are authorized to advertise for bids for construction of said improvements. Adopted this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.11 ADVERTISEMENT FOR BIDS NORTH LIONS PARK IMPROVEMENTS ADVERTISEMENT FOR BIDS CITY OF CRYSTAL, MN WSB PROJECT NO. 027629-000 PAGE 1 NORTH LIONS PARK IMPROVEMENTS FOR THE CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN that Bids for the construction of North Lions Park Improvements will be received online through QuestCDN vBid™ until Wednesday, March 25, 2026 at 1:00 pm local time. Immediately following expiration of the time for receiving bids, representatives of the City of Crystal will publicly view Bids at an online Bid opening meeting. Those interested in viewing the online Bid opening are welcome to join the meeting by logging on to https://zoom.us/join or calling 1.312.626.6799 and entering Meeting ID 925 8651 1179 and Passcode 630474. The as-read online Bid results will be available at www.questcdn.com following the Bid opening. All other data in a bidder's response to a bid are private or nonpublic data until completion of the selection process. In general, work consists of the following park improvements: Pavement removals, erosion control, earthwork, storm sewer, water service, concrete paving, asphalt paving, irrigation, fencing and restoration. The provisions of MINN. STAT. 16C.285 Responsible Contractor are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids of the City of Crystal shall comply with the provisions of the statute. Information and Bidding Documents for the Project can be found at www.questcdn.com. Bidding Documents may be downloaded from the website for a nonrefundable fee of $55 by inputting Quest project #10062938 on the website’s Project Search page. The website will be updated periodically with addenda, lists of registered plan holders, reports, and other information relevant to submitting a Bid for the Project. All official notifications, addenda, and other Bidding Documents will be offered only through the website www.questcdn.com. Neither Owner nor Engineer will be responsible for Bidding Documents, including addenda, if any, obtained from other sources. Bids will only be accepted via the electronic bidding service through QuestCDN. The City Council reserves the right to reject any and all Bids and to waive irregularities in any Bids received without explanation. No Bid may be withdrawn for a period of 60 days. The City Council will consider and possibly act to award the contract at its meeting on April 7, 2026, which starts at 7:00 PM at Crystal City Hall, 4141 Douglas Drive N, Crystal, MN 55422. For all further requirements regarding Bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents. Bid Security in the amount of 5 percent of the amount of the bid must accompany each bid in accordance with the Instructions to Bidders. WSB LLC is the Designer of record on this project. WSB’s representative is Bob Slipka, PLA. Phone: 612.201.5949, Email: rslipka@wsbeng.com. THE CITY OF CRYSTAL, MN PUBLISHED IN: Crystal/Robbinsdale Sun Post March 5, 2026 and March 12, 2026 4.11 12"12"14"16"12"12"14"14" 10" 12" 12" 20" 20" 12" 14" 14" 6"STRIM: 869.12 S 15 RCP864.57INV: NE&SW 36 RCP863.97INV:INV:INV:INV:INV: RIM: 868.01 NE 15 RCP865.36INV: W 12 RCP865.31INV:INV:INV:INV:INV: 14" 14"STRIM: 869.81 NE 36 RCP864.31INV: SW 36 RCP864.91INV: S 12 RCP864.81INV:INV:INV:INV: 20" 10" 12" 14" 18" 4" 18"EE LOUISIANA AVE N PROPOSED SOCCER FIELD BENCH, BY CITY TRASH, BY CITY BENCH & TRASH, BY CITY 8' HIGH FENCE ON 2' WIDE MAINTENANCE STRIP, SEE DETAIL 225' 360' 150' 9' 150' 19.6'30' 30' 8' HIGH FENCE ON 2' WIDE MAINTENANCE STRIP, SEE DETAIL 24' 5' 4' 8' 12'6'12' 4" CONCRETE PAVEMENT, SEE DETAIL 4" CONCRETE PAVEMENT, SEE DETAIL BITUMINOUS TRAIL, SEE DETAIL LAP JOINT AT EXISTING TRAIL LAP JOINT AT EXISTING TRAIL 4" CONCRETE WALK, SEE DETAIL R100 R110 46.5' 200' R10 23' SOCCER GOALS FURNISHED BY THE CITY SOCCER GOALS FURNISHED BY THE CITY 5 L6.0 5 L6.0 2 L6.1 4 L6.0 2 L6.162ND AVE NR8 5 L6.0 8' 4" CONCRETE PAVEMENT FOR FUTURE YARD HYDRANT, SEE DETAIL 5 L6.0 IRRIGATION CABINET, SEE SPEC 5' 10' APPROXIMATE LIMITS OF IRRIGATION, ALL VALVES TO BE LOCATED ON EAST SIDE OF PLAY. CONFIRM EXACT LOCATIONS AND SYSTEM LIMITS PRIOR TO INSTALLATION BITUMINOUS TRAIL AT EXISTING CONC PAD BITUMINOUS TRAIL AT EXISTING CONC WALK ±28' 3' TAPER TO EXISTING TRAIL WIDTH 3' TAPER TO EXISTING TRAIL WIDTH 9' 9'C:\ACC\ACCDocs\WSB\027629-000\Project Files\05_Discipline\Landscape\03_Sheets\North Lions\027629-000-L-SITE-PLAN-NL.dwg 2/10/2026 12:10:18 PMSITE PLAN L3.0 AS SHOWN RS RSHW NSCALE IN FEET 0 H: 20 40 SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEET WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.NORTH LIONS PARK IMPROVEMENTSCITY OF CRYSTAL, MN027629-000 XXXXXX Robert Slipka, PLA02-17-202644337LEGEND CENTERLINE CONSTRUCTION LIMITS 4" THICK CONCRETE WALK BITUMINOUS TRAIL PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFER TREE 4.11 COUNCIL STAFF REPORT DATE: February 11, 2026 FROM: John Elholm, Recreation Director Brad Fortin, Parks & Facilities Superintendent TO: Mayor and City Council City Manager Adam R. Bell RE: Approval of Plans and Specifications and Authorizing Solicitation of Quotes for Improvements in Forest School and Woodland Parks Background The play area and picnic shelter in both Forest School and Woodland Parks are scheduled for replacement in 2026. The play area and shelter structures have been ordered. The project here includes replacing the basketball court in Woodland Park; as well as footings / concrete work for shelters, sidewalks and trails to improve accessibility and park furniture in both parks. A public engagement process took place in 2025 that included concepts being discussed at a meeting in each park, sharing plans online for public comment and monthly review by the Parks and Recreation Commission. Because of the similar nature of improvements at the two parks, WSB has prepared construction documents and specifications for a single project that includes both parks. The engineer’s estimate for the combined project is less than $175,000, so a quote process will be used instead of a bid process to receive proposals. A site plan for each of the parks is attached here. Budget The 2026 capital plan (park improvement fund) includes $425,000 for each park, for a total of $850,000. The Forest School part of the project will also receive a Hennepin County Youth Activities (HCYA) playground grant of $200,000 and a contribution from the school district of $45,000. Because of this outside funding, actual city expenses will be less than the budgeted capital plan amount. Requested City Council Action Staff recommends approval of the attached resolution approving plans and specifications for improvements at Forest School and Woodland Parks; and authorizing the solicitation of quotes for construction of said improvements. 4.12 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-xx RESOLUTION APROVING PLANS AND SPECIFICATIONS AND SOLICITATION OF QUOTES FOR IMPROVEMENTS IN FOREST SCHOOL AND WOODLAND PARKS WHEREAS, the City of Crystal owns and operates Woodland Park and jointly operates Forest School Park with Robbinsdale Area Schools; and WHEREAS, the facilities in these parks are in poor condition; and WHEREAS, the 2026 capital improvement plan (park improvement fund) includes funding for improvements in Forest School and Woodland Parks; and WHERAS, the Forest School part of the project will also receive funding from the Hennepin County Youth Activities grant program and a contribution from the school district; and WHEREAS, the planning process included discussing concepts with neighbors in each of the parks, sharing concept plans online for public comment and monthly review by the Parks and Recreation Commission; and WHEREAS, WSB has prepared construction plans and specifications based on these concepts. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: A.Plans and specifications for improvements in Forest School and Woodland Parks are approved; B.City staff and consultants are authorized to solicit quotes for construction of said improvements. Adopted this 17th day of February 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.12 ST RIM:898.14 BOT893.54INV:INV:INV:INV:INV:INV: RIM:892.54 S 12 RCP889.60INV:INV:INV:INV:INV:INV: 12" 20" 20" 12" ST RIM: 896.68 N 12 RCP893.58INV: S 4 DT894.18INV:INV:INV:INV:INV:1289898.82woven wire fence B1294893.15storm line B1295896.58storm line4" SHELTER PAD & FOOTINGS, SEE DETAIL CONTROL JOINTS (TYP) CONNECT TO EXISTING ASPHALT TRAIL CONNECT TO EXISTING CONCRETE WALK CONNECT TO EXISTING CONCRETE WALK BENCH (BY OWNER) ON CONCRETE PAD, SEE DETAIL 4" CONCRETE WALK (TYP), SEE DETAIL PICNIC TABLES (BY OWNER) ON 4" CONCRETE PAD CONNECT TO EXISTING CONCRETE WALK BENCH (BY OWNER) YARD HYDRANT, BY OWNER CONSTRUCTION LIMITS 3.8' 4' x 8' x 4" CONCRETE FOR IRRIGATION CABINET, FIELD VERIFY DURING CONSTRUCTION 6' 12' 24' 24.69' 893 894 895 896 897 898 CITY TO SAVE CURB CUT THICKENED EDGE CONCRETE WALK, SEE DETAIL COAL BIN (TYP), BY OWNER GRILL (TYP), BY OWNER 5" CONCRETE WALK (TYP), SEE DETAIL BIKE RACK (TYP), BY OWNER BITUMINOUS TRAIL (TYP), SEE DETAIL 9'12.04' 5' 30' 11.65' 15' 6.59' 17.55' 11.47' 14' 4' 12' 16' 4' 6' 15.45' 4.05' 5.9'1.96' 15' 28' 4.8' 16.15' R2 R2 R4 R4 R2 R4 R10 R4 R4 5.96' 52.3'C:\ACC\ACCDocs\WSB\032518-000\Project Files\05_Discipline\Landscape\03_Sheets\032518-000-LP-SITE-PLAN.dwg 2/10/2026 12:32:02 PMOVERALL LAYOUT PLAN L103.0 AS SHOWN KMP XXXXXX N SCALE IN FEET 0 H: 10 20 SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEET WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.WOODLAND / FOREST SCHOOLCITY OF CRYSTAL, MN032518-000 S.3972 / S.3971ROBERT SLIPKA, PLA02-10-2026443373 L6.2 1 L6.1 LEGEND BITUMINOUS COURT PAVEMENT CONSTRUCTION LIMITS 4" THICK CONCRETE WALK BITUMINOUS TRAIL PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFER TREE BITUMINOUS DRIVE PAVEMENT 5" THICK CONCRETE WALK 1 L6.1 1 L6.1 2 L6.1 2 L6.2 4.12 RIM: 904.46 NE 12 PVC902.56INV:INV:INV:INV:INV:INV:1343905.54woven wire fence B16" 16" 14" TNH ELEV: 909.00 1358905.89sign edge1359 905.86sign edge2" 14" ST RIM:905.68 SW 12 PVC902.23INV: E 12 PVC902.13INV:INV:INV:INV:INV:1373905.90woven wire fence1375905.87woven wire fence1377905.70woven wire fence1378905.78building B1379 905.62buildingST RIM: 905.11INV:INV:INV:INV:INV:INV: 16"12"14"16"12" ST RIM: 905.50 NE 10 PVC902.00INV:INV:INV:INV:INV:INV: 2"8" 30" ST RIM: 906.51 CANT OPENINV:INV:INV:INV:INV:INV: ST RIM: 905.10 CANT OPENINV:INV:INV:INV:INV:INV:32146579810BASKETBALL COURT, SEE DETAIL SHELTER PAD & FOOTINGS, SEE DETAIL BENCH (BY CITY) ON 4" CONCRETE PAD, SEE DETAIL BENCH (BY OWNER) ON 4" CONCRETE PAD, SEE DETAIL 6" CONCRETE PEDESTRIAN RAMP, SEE DETAIL CONTROL JOINTS (TYP) 4" CONCRETE WALK (TYP), SEE DETAIL GRILL (TYP), BY OWNER BENCH (BY OWNER) ON 4" CONCRETE PAD, SEE DETAIL PLAY CURB (TYP), SEE DETAIL BITUMINOUS TRAIL (TYP), SEE DETAIL BIKE RACK (BY OWNER) ON 4" CONCRETE PAD, SEE DETAIL NEW B618 CURB AND GUTTER (MATCH EXISTING CURB AND GUTTER PROFILE) REPLACE CONCRETE DRIVE, MATCH EXISTING PAVEMENT SECTION 6" CONCRETE PEDESTRIAN RAMP, SEE DETAIL CONSTRUCTION LIMITS NEW BITUMINOUS DRIVE PAVEMENT (MATCH EXISTING PAVEMENT SECTION), SEE DETAIL CHARCOAL BIN (TYP), BY OWNER YARD HYDRANT (TYP), BY OWNER, SEE DETAIL TRASH RECEPTACLE, BY OWNER 3'x3' CONCRETE PAD WITH TRASH RECEPTACLE, BY OWNER 6" CONCRETE PEDESTRIAN RAMP, SEE DETAIL B618 CURB AND GUTTER, SEE DETAIL B618 CURB AND GUTTER, SEE DETAIL 9' 6' 12' 6' 9' 6' 6' 6' 10.01' 76.21' 56.33' 3.94' 16.24' 9' 14.47' 6' 5.94'6.81' 6.01' 4' 12' 16' 24' 19.89' 8.06' 16' 12' 4.8' 8' R20 R80 R30 R60 9.6' R3 R6 R2 R2 R4 R2 21.64' 4.1' 6' R6 R40 R4 R4 R4 R29 BID ALTERNATE: NEW B618 CURB AND GUTTER (MATCH EXISTING CURB AND GUTTER PROFILE) NEW B618 CURB AND GUTTER (MATCH EXISTING CURB AND GUTTER PROFILE) BID ALTERNATE: NEW BITUMINOUS DRIVE PAVEMENT (MATCH EXISTING PAVEMENT SECTION), SEE DETAIL NEW BITUMINOUS DRIVE PAVEMENT (MATCH EXISTING PAVEMENT SECTION), SEE DETAIL 7.96' R89 C:\ACC\ACCDocs\WSB\032518-000\Project Files\05_Discipline\Landscape\03_Sheets\032518-000-LP-SITE-PLAN.dwg 2/10/2026 12:31:15 PMOVERALL LAYOUT PLAN L3.0 AS SHOWN KMP XXXXXX N SCALE IN FEET 0 H: 10 20 SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEET WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.WOODLAND / FOREST SCHOOLCITY OF CRYSTAL, MN032518-000 S.3972 / S.3971ROBERT SLIPKA, PLA02-10-2026443376 L6.1 6 L6.0 1 L6.1 3 L6.2 5 L6.1 LEGEND BITUMINOUS COURT PAVEMENT CONSTRUCTION LIMITS 4" THICK CONCRETE WALK BITUMINOUS TRAIL PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFER TREE BITUMINOUS DRIVE PAVEMENT 5" THICK CONCRETE WALK 2 L6.1 6 L6.0 4 L6.1 1 L6.2 1 L6.1 6 L6.0 5 L6.0 5 L6.0 1 L6.1 1 L6.1 1 L6.1 4 L6.1 4 L6.1 4.12 COUNCIL STAFF REPORT DATE: February 11, 2026 FROM: John Sutter, Community Development Director TO: Mayor and City Council City Manager Adam R. Bell CC: Jesse Struve, Public Works Director Brad Fortin, Parks Superintendent RE: Resolution authorizing an application to the Hennepin County Healthy Tree Canopy Grant Program for 2026-2027. Hennepin County’s Healthy Tree Canopy grant program aims to combat threats to trees from invasive insects and disease, educate the public on tree care and the importance of trees, and increase the diversity and resiliency of the tree canopy. Since 2023, this program has awarded $150,000 to the City of Crystal for diseased tree removal and replacement planting on public property (private properties are not eligible for this grant). This is an annual program and the next round of applications due on March 3. The application will be for $50,000 and at least 50% of the funds must be used for replacement tree planting. Because the city has already removed most of the EAB infested trees on public property, staff anticipates that most of this grant will be spent on replacement tree planting or supporting activities such as enhancing and possibly expanding our gravel bed nursery. The city’s tree planting efforts will be guided by the findings of the updated tree inventory in 2026. Attachments: •Resolution authorizing the application COUNCIL ACTION REQUESTED Staff recommends adoption of the attached resolution authorizing an application to the Hennepin County Healthy Tree Canopy Grant Program for 2026-2027. 4.13 Page 1 of 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026-___ AUTHORIZING AN APPLICATION FOR A HENNEPIN COUNTY HEALTHY TREE CANOPY GRANT WHEREAS, the city has been substantially and negatively impacted by the Emerald Ash Borer which has led to the removal of nearly all Ash trees in the city; and WHEREAS, because Ash trees had comprised approximately 30% of the city’s tree canopy, the need for replacement planting exceeds the city’s available resources; and WHEREAS, the Hennepin County Healthy Tree Canopy Grant would significantly expand the city’s ability to successfully restore the urban forest on public property in the city. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CRYSTAL, MINNESOTA that the City Manager, or designee, is authorized to submit the application to the Hennepin County Healthy Tree Canopy Grant Program. Adopted by the Crystal City Council this 17th day of February, 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.13 MEMORANDUM PAGE 1 OF 1 MEMORANDUM TO: John Sutter, Community Development Director FROM: Benjamin Johnson, Esq. DATE: February 11, 2026 SUBJECT: Assignment and Assumption of Owner Obligations re Cavanagh Senior Apartments The City of Crystal, Minnesota (the “City”) previously issued its (i) Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014A (the “Series 2014A Bonds”), and (ii) Subordinate Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014B (the “Series 2014B Bonds,” and together with the Series 2014A Bonds, the “Series 2014 Bonds”), and loaned the proceeds thereof to Crystal Leased Housing Associates I, LLLP (the “Borrower”) to finance the acquisition, construction and equipping of a 130-unit independent affordable multifamily senior housing development known as “The Cavanagh” located at 5401 51st Avenue North in the City (the “Project”). In connection with the issuance of the Series 2014 Bonds, (i) the City, the Borrower, and U.S. Bank National Association (the “Trustee”) entered into (A) a Regulatory Agreement, dated as of June 1, 2014 (the “Senior Regulatory Agreement”) and (B) a Subordinate Regulatory Agreement, dated as of June 1, 2014 (the “Subordinate Regulatory Agreement,” and together with the Senior Regulatory Agreement, the “Regulatory Agreements”) to provide for certain covenants and restrictions imposed on the Project, and (ii) the Borrower entered into the Declaration of Restrictive Covenants, dated June 10, 2014 (the “Declaration”), consented to by the Economic Development Authority of the City of Crystal (the “EDA”), to provide for certain covenants and restrictions imposed on the Project. The Borrower has provided notice that it intends to sell the Project to LPF Cavanagh Apartments, LLC (the “Purchaser”). The Regulatory Agreements and the Declaration each provide that if there is any transfer of the Project prior to the expiration of certain restrictions, the City and the EDA, respectively, must approve the transfer of obligations of the Borrower under the Regulatory Agreements and the Declaration to a new party and such purchaser (the Purchaser) must assume all duties and obligations of the Borrower under the Regulatory Agreements and the Declaration. The Borrower and the Purchaser have presented the City and the EDA with separate forms of an Assignment, Assumption, Modification and Release Agreement (the “Assumption Agreement”), by and among the Borrower, the Purchaser, and the City or EDA, as applicable, whereby the Borrower assigns its obligations under the Regulatory Agreements and the Declaration to the Purchaser and the Purchaser accepts the same. The resolutions, respectively, on the agenda for the City and EDA meetings that our law firm prepared approve the execution by the appropriate public officials of the appropriate assumption and assignment agreements. We recommend passage of the resolutions and execution of the assignment documents. 4.14 Page 1 of 2 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ RESOLUTION APPROVING THE ASSIGNMENT AND ASSUMPTION OF CERTAIN OWNER OBLIGATIONS UNDER THE REGULATORY AGREEMENTS RELATING TO THE CAVANAGH PROJECT WHEREAS, the City of Crystal, Minnesota (the “City”) previously issued its (i) Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014A (the “Series 2014A Bonds”), and (ii) Subordinate Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014B (the “Series 2014B Bonds,” and together with the Series 2014A Bonds, the “Series 2014 Bonds”), and loaned the proceeds thereof to Crystal Leased Housing Associates I, LLLP (the “Borrower”) to finance the acquisition, construction and equipping of a 130-unit independent affordable multifamily senior housing development known as “The Cavanagh” located at 5401 51st Avenue North in the City (the “Project”), and WHEREAS, in connection with the issuance of the Series 2014 Bonds, the City, the Borrower, and U.S. Bank National Association (the “Trustee”) entered into (A) a Regulatory Agreement, dated as of June 1, 2014 (the “Senior Regulatory Agreement”) and (B) a Subordinate Regulatory Agreement, dated as of June 1, 2014 (the “Subordinate Regulatory Agreement,” and together with the Senior Regulatory Agreement, the “Regulatory Agreements”) to provide for certain covenants and restrictions imposed on the Project; and WHEREAS, the Borrower intends to sell the Project to LPF Cavanagh Apartments, LLC (the “Purchaser”); and WHEREAS, the Regulatory Agreements each provide that if there is any transfer of the Project prior to the expiration of certain restrictions, the City must approve the transfer of obligations of the Borrower under the Regulatory Agreements to a new party and such purchaser must assume all duties and obligations of the Borrower under the Regulatory Agreements; and WHEREAS, the Borrower and the Purchaser have presented the City with the form of an Assignment, Assumption, Modification and Release Agreement (the “Assumption Agreement”), by and among the Borrower, the Purchaser, the City and U.S. Bank Trust Company, National Association, as trustee, whereby the Borrower assigns its obligations under the Regulatory Agreements to the Purchaser and the Purchaser accepts the same. 4.14 Page 2 of 2 NOW, THEREFORE BE IT RESOLVED BY THE CITY OF CRYSTAL: The City hereby agrees to the assignment and assumption of the Regulatory Agreements from the Borrower to the Purchaser in connection with the sale of the Project. The form of the Assumption Agreement is hereby approved and one or more of the Mayor and City Manager are authorized to execute and deliver the Assumption Agreement. In the event that either the Mayor or the City Manager is not available to execute the Assumption Agreement, then any other member of the City Council may execute the same in their place. CERTIFICATION I hereby certify that the foregoing resolution is a true and correct copy of the resolution presented to and adopted by the Crystal City Council at duly authorized meetings, as shown by the minutes of said meetings. Adopted this 17th day of February, 2026. ______________________________ Julie Deshler, Mayor ATTEST: _______________________________ Chrissy Serres, City Clerk 4.14 Page 1 (Space above reserved for recording information) DOCUMENT PREPARED BY AND AFTER RECORDING RETURN TO: Hinshaw & Culbertson LLP [ADK] 250 Nicollet Mall, Suite 1150 Minneapolis, MN 55401 Cavanagh Apartments Crystal, Hennepin County, Minnesota Regulatory Agreement: Document No. A10086237 Subordinate Regulatory Agreement: Document No. A10086240 ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT THIS ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT (this “Agreement”) is entered into as of ___________, 2026 (the “Effective Date”) by and among LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, whose mailing address is 333 W. Wacker Drive, Suite 2300, Chicago, Illinois 60606 ("Purchaser"), CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership, whose mailing address is 2905 Northwest Boulevard, Suite 150, Plymouth, Minnesota 55441 ("Seller"), the CITY OF CRYSTAL, a political subdivision of the State of Minnesota, having an office at 4141 Douglas Drive North, Crystal, Minnesota 55422 ("City"), and the U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION, a national banking association, having an office at 111 Fillmore Avenue East, 3rd Floor, EP-MN-WS3C, St. Paul, Minnesota 55107 ("Trustee"). RECITALS A. The City, Trustee and Seller entered into that certain (i) Regulatory Agreement dated June 1, 2014, as recorded in the office of the County Recorder, Hennepin County, Minnesota, on June 10, 2014, as Document No. A10086237 (the “Senior Regulatory Agreement”), and (ii) Subordinate Regulatory Agreement dated June 1, 2014, as recorded in the office of the County Recorder, Hennepin County, Minnesota, on June 10, 2014, as Document No. A10086240 (the “Subordinate Regulatory Agreement” and together with the Senior Regulatory Agreement, collectively referred to as the “Regulatory Agreements” or each individually as the “Regulatory Agreement”) in connection with the financing of the development of the multifamily housing 4.14 Page 2 facility commonly known as Cavanagh Apartments located at 5401 51st Avenue North, Crystal , Hennepin County, Minnesota 55429, as more particularly described in Exhibit A attached hereto and incorporated herein by reference (the "Project"). B. Pursuant to the Purchase Agreement dated November 24, 2025, executed by and between Seller and Purchaser (as may be amended, modified or assigned, the “Purchase Agreement”), Purchaser shall acquire the Project, subject to the Regulatory Agreements. Seller and Purchaser have requested that the City and Trustee: (i) consent to Purchaser’s acquisition of the Project; (ii) approve Seller’s assignment and Purchaser’s assumption of all obligations of Seller with respect to the Regulatory Agreements and the Project accruing from and after the Effective Date; and (iii) release Seller from obligations under the Regulatory Agreements accruing from and after the Effective Date. The City and Trustee are willing to grant each of the foregoing requests and consent to assignment to and the assumption of the Regulatory Agreements by Purchaser as of the Effective Date, strictly upon the terms and conditions set forth herein. NOW THEREFORE, in consideration of the consent of the City and Trustee to permit the transfer of the Project to Purchaser and in order to comply with Trustee requirements, the National Housing Act and the regulations adopted pursuant thereto (the "Regulations"), as of the Effective Date the parties hereto agree as follows: 1. Definitions. Capitalized terms used, but not otherwise defined, in this Agreement shall have the meanings ascribed to them in the Regulatory Agreements. 2. Assignment and Assumption. As of the Effective Date, Seller hereby assigns to Purchaser all of Seller’s obligation, right, title and interest in, under and to the Regulatory Agreements and Purchaser hereby assumes and agrees to be bound by, and to pay and perform all covenants, representations, warranties, and other obligations of Seller pursuant to and under the Regulatory Agreements accruing from and after the Effective Date (collectively, the “Obligations”). Purchaser agrees that each of the Regulatory Agreements is in full force and effect as of the Effective Date and, with respect only to those Obligations accruing from and after the Effective Date, shall be enforceable against Purchaser. 3. Modification of Regulatory Agreement. As of the Effective Date, each of the Regulatory Agreements is amended and modified as follows: (a) All references to “Borrower,” “grantor,” or “owners” in the Regulatory Agreement shall be amended to “LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, whose mailing address is 333 W. Wacker Drive, Suite 2300, Chicago, Illinois 60606” and any notices delivered to “Borrower,” “grantor,” “mortgagor,” or “owners” in connection with the Regulatory Agreement shall be delivered in accordance therewith. (b) “Regulatory Agreement” as defined in the Senior Regulatory Agreement shall expressly include this Agreement. (c) “Subordinate Regulatory Agreement” as defined in the Subordinate Regulatory Agreement shall expressly include this Agreement. 4.14 Page 3 4. Consent to Assignment and Assumption and Release by the City and Trustee. (a) In reliance upon the representations, warranties, covenants, and agreements set forth herein, the City and Trustee hereby consent to (i) Purchaser’s acquisition of the Project; and (ii) Seller’s assignment of the Regulatory Agreements and Purchaser’s assumption of the Obligations. Nothing herein shall be construed or interpreted as: (i) the City’s or Trustee’s consent to any subsequent sale, transfer, or encumbrance of all or any portion of the Project, and any such subsequent sale, transfer, or encumbrance shall be governed by the provisions of each of the Regulatory Agreements; or (ii) a release of Seller’s (or any manager or managing member of Seller) liabilities and obligations under the Regulatory Agreements except as set forth in Section 4(b), below. (b) As of the Effective Date, the City and Trustee hereby release (i) Seller and any of its respective guarantors or indemnitors from any liability for the performance and/or satisfaction of any obligations or payment of any amounts otherwise due under either of the Regulatory Agreements from and after the Effective Date, and (ii) any guarantors or indemnitors under either of the Regulatory Agreements for any obligations and liabilities arising from matters accruing from or after the Effective Date; provided, however, that Seller and any of its respective guarantors or indemnitors shall remain liable for the following matters to the extent related to any period prior to the Effective Date: (i) for funds or property of the Project coming into its hands which, by the provisions of the Regulatory Agreements, it is not entitled to retain; (ii) for authorizing the conveyance, assignment, transfer, pledge, encumbrance, or other disposition of the Project or any interest therein in violation of the Regulatory Agreements without the prior written approval of the City and Trustee; and (iii) for its own acts and deeds, or acts and deeds of others which it has authorized, in violation of the provisions of the Regulatory Agreements. 5. Representations, Warranties, and Additional Covenants of Seller. Seller represents, warrants and covenants to the City and Trustee that, as of the Effective Date: (i) each of the Regulatory Agreements is in full force and effect; (ii) there is no Event of Default, or an event which, with the giving of notice or lapse of time, or both, would constitute an Event of Default under either of the Regulatory Agreements; (iii) the Project is operating in compliance with the terms and conditions contained in the Regulatory Agreements; (iv) there are no setoffs, defenses, or counterclaims on the part of Seller to the payment or performance of the obligations under the Regulatory Agreements; (v) to Seller’s knowledge, the City has performed all of its obligations under the Regulatory Agreements; (vi) to Seller’s knowledge, Trustee has performed all of its obligations under the Regulatory Agreements; and (vii) Seller’s representations and warranties contained in each of the Regulatory Agreement are true and complete. 6. Representations and Warranties of Purchaser. As an inducement for the City and Trustee to grant the consent herein provided, Purchaser represents and warrants to the City and Trustee that, as of the Effective Date: (i) Purchaser is a limited liability company duly formed, validly existing, and in good standing under the laws of the State of Delaware and Purchaser’s 4.14 Page 4 execution and delivery of this Agreement has been duly authorized by all necessary company action; (ii) Purchaser’s execution and delivery of this Agreement does not constitute a violation by Purchaser of any agreement, law, statute, decree, or decision which is binding on Purchaser; and (iii) all information regarding Purchaser heretofore provided and hereafter to be provided to the City and/or the Trustee is and will be true and complete in all material respects as of their respective dates. Purchaser acknowledges that the falsity or inaccuracy of any of the foregoing representations and warranties in any material respect may constitute an “Event of Default” pursuant to each of the Regulatory Agreements. 7. Occupancy Restrictions. (a) Senior Regulatory Agreement. The term of the Occupancy Restrictions set forth in Section 3 of the Senior Regulatory Agreement commenced on October 5, 2015 which is the first day on which ten percent (10%) of the residential units in the Project were occupied and expires on the latest of (i) October 5, 2030 which is the date which is 15 years after the date on which 50% of the residential units in the Project were first occupied, (ii) the first day on which none of the Series 2014A Bonds issued with respect to the Project are outstanding; or (iii) the date on which any assistance provided with respect to the Project under section 8 of the United States Housing Act of 1937 terminates. (b) Subordinate Regulatory Agreement. The term of the Occupancy Restrictions set forth in Section 3 of the Subordinate Regulatory Agreement commenced on October 5, 2015 which is the first day on which ten percent (10%) of the residential units in the Project were occupied and expires on the latest of (i) October 5, 2030 which is the date which is 15 years after the date on which 50% of the residential units in the Project were first occupied, (ii) the first day on which none of the Subordinate Bonds issued with respect to the Project are outstanding; or (iii) the date on which any assistance provided with respect to the Project under section 8 of the United States Housing Act of 1937 terminates 8. Rights of the City. Nothing in this Agreement shall waive, compromise, impair nor prejudice any right the City, or its successors or assigns, may have to seek judicial recourse against Seller for any breach of the Regulatory Agreement that may have occurred prior to the Effective Date or against Purchaser for any breach of the Regulatory Agreement that may occur on or subsequent to the Effective Date. 9. Successors and Assigns. All of the terms, covenants, conditions and agreements hereof shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators, successors and assigns 10. Governing Law. The validity, interpretation, enforcement, and effect of this Agreement shall be governed by, and construed in accordance with, the laws of the State of Minnesota. 11. Counterparts. This Agreement may be executed in any number of counterparts as may be convenient or required, each of which shall be an original with the same force and effect as if the signatures thereto and hereto were upon the same instrument. 4.14 Page S-1 Cavanagh Apartments Crystal, Hennepin County, Minnesota IN WITNESS WHEREOF, the parties have caused this ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT to be executed and delivered as of the date first written above. SELLER: CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership By: Crystal Leased Housing Associates I, LLC, a Minnesota limited liability company Its: General Partner By: ________________________________ Name: Timothy S. Allen Its: Secretary and Authorized Signatory ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared Timothy S. Allen, the Secretary and Authorized Signatory of Crystal Leased Housing Associates I, LLC, a Minnesota limited liability company, the General Partner of CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ 4.14 Page S-2 Cavanagh Apartments Crystal, Hennepin County, Minnesota PURCHASER: LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company By: _________________________ Patrick Pelling Its: Vice President ACKNOWLEDGMENT STATE OF ___________ ) ) ss. COUNTY OF _________ ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared Patrick Pelling, the Vice President of LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ 4.14 Page S-3 Cavanagh Apartments Crystal, Hennepin County, Minnesota CITY: CITY OF CRYSTAL, MINNESOTA, a political subdivision of the State of Minnesota By: _________________________ Name: _______________________ Its: Mayor By: _________________________ Name: _______________________ Its: City Manager ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF OLMSTED ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared ___________________, the Mayor, and ___________________, the City Manager, respectively, of the CITY OF CRYSTAL, MINNESOTA, a a political subdivision of the State of Minnesota, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ 4.14 Page S-4 Cavanagh Apartments Crystal, Hennepin County, Minnesota TRUSTEE: U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION, a national banking association, By: _________________________ Name: _______________________ Its: _______________________ ACKNOWLEDGEMENT STATE OF MINNESOTA ) ) ss. COUNTY OF ____________ ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared ___________________, the _______________ of the U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION, a national banking association, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ 4.14 Page A-1 EXHIBIT A LEGAL DESCRIPTION Lot 1, Block 1, Cavanagh Park Addition. Hennepin County, Minnesota Abstract Property 4.14 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 7 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Adam R. Bell, City Manager (for February 17 Meeting) DATE: February 11, 2026 RE: Consider first reading of an ordinance amending the Town Center - Planned Development (TC-PD) for the construction of an apartment building at 7000 – 56th Avenue North A.INTRODUCTION On January 6, 2026 Yellow Tree corporation received City Council approval of a rezoning to Town Center – Planned Development (TC-PD) for a proposed 5-story, 174-unit market-rate apartment building at 7000 – 56th Avenue N. (formerly Wells Fargo bank). Now Yellow Tree is requesting amendments to the approved rezoning plan, including increasing the height of the building by six feet and increasing the number of apartments by four. The proposed building would now be 66 feet in height and the number of apartments would now be 178. Notice of the February 9 public hearing was published in the Sun Post on January 29, 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 February 9th Planning Commission public hearing, the Commission unanimously recommended approval of the TC-PD amendment application. One Crystal resident spoke at the hearing and expressed the following concerns, with staff comments added. •Shadow effects. The resident said the shadows from the proposed building will negatively impact the residential properties to the west. ➢Staff response: According to an updated shadow study (see section D), the building’s height will produce shadows on this neighborhood on December 21 st, but those shadows will leave these homes by 9:38 A.M. •Noise. The resident did not provide specifics but was concerned about noise from future apartment residents. COUNCIL STAFF REPORT Amendment to TC-PD Zoning 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 7 ➢Staff response. The apartment residents are not anticipated to produce unusual noise activity. Any noise complaints would be addressed to the property management by the city’s police or code enforcement officer. •Privacy. The resident believes that apartment dwellers will be able to view the interiors of the homes west of the proposed apartment. ➢Staff response. The northwest corner of the apartment building will be some 170 feet from the nearest home on Maryland Ave. N. Most of the west side of the apartment building faces commercial uses in New Hope, not the residential homes. •Parking. The resident believes that the apartment building will not have enough parking. ➢Staff response. At the January 6, 2026 City Council meeting, Council approved a reduction in the number of parking spaces to a ratio of 1.2 spaces per bedroom, rather than 2 spaces per unit. The revised plan still has 1.2 spaces per bedroom. •Traffic. The resident believes that there is already too much traffic on 56th Ave. N. and the apartment building will add to that. ➢Staff response. A recent traffic count for this stretch of roadway showed 20,000 vehicles per day. The city engineer has reviewed this proposed apartment building and found that the number of vehicles per day that could be added will not produce any adverse effects. •Sewer back-ups. The resident expressed concern that potential sewer back-ups will affect residential neighborhoods. ➢Staff response. The city engineer has reviewed the proposed utility plan and finds it adequate to meet the needs of the proposed apartment building. Staff Report Attachments: A.Site location and public hearing notice mailing map B.2040 Comprehensive Plan planned land use map C.Applicant’s amended project narrative D.Amended shadow effects study E.Ordinance F.Amended site plan (45 sheets) 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 7 2025 Aerial Photo: B.BACKGROUND Existing Use The 2.2-acre (95,093 sq. ft) property contains an existing bank building with a drive-through facility, constructed in 1963, and a surface parking lot. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: •North. Commercial businesses zoned Commercial (C). •East. Commercial businesses zoned C. •West. Commercial businesses in New Hope •South. Across 56th Ave. N, businesses zoned C. Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the property is designated as mixed use on the planned land use map (attachment C), which is described as a vertical or side-by-side mixture of multiple family residential, institutional, commercial and industrial uses. With this TC-PD amendment, Yellow Tree is adding four apartment units for a total of 178 units. The proposed density for this apartment building is now 68 units per gross acre (the approved 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 7 density 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 AMENDMENT TO THE TC-PD ZONING The applicant is proposing to construct a f ive-story, 178-unit apartment building on the property. 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. Description of Amendment. •As Yellow Tree has been developing detailed construction plans for the building permit, they discovered that the water table under the Wells Fargo site is higher than they thought. •To address this, Yellow Tree has submitted a revised proposal that would have the building height at 66 feet rather than 59 feet. •The height change applies to the basement garage, apartment floors 1-5, and the roof. The main entrance, lobby and fitness room along 56th Ave. N. will remain at the previously approved elevation. •Because the ramp to the basement garage will be much shorter, the building will be more space-efficient, resulting in 178 units (vs. 174) and 262 parking spaces (vs. 257). The additional apartment units will be located on floors 1.5 and 2. •The site layout is essentially unchanged. •The following table summarizes the proposed amendments: Site plan element Meet city’s requirements Notes Increase number of apartment units from 174 to 178 Yes The increased number of units meets density requirements as described in section B, above 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 7 Increase building height from 59’ to 66’ No, requesting flexibility (see section D) Increase number of parking spaces from 257 to 262 No, but flexibility previously approved Increase percentage of glazing on north and south building elevations No, but flexibility previously approved The minimum percentage is 30%. The proposed percentage for the north is 23% and for the south 28% Impervious surface reduced from 85% to 82% Yes Increase number of trees from 28 to 34 Yes The landscape plan adds Ketura trees to the site Landscaped area reduced from 18.6% to 17.5% Yes Wall signs Yes With this amendment, Yellow Tree is showing wall signs on the south elevation (facing 56th Ave. N) and at the building entrance in the SE corner. To ensure no negative impacts to the west neighborhood, staff recommends a condition of approval that any wall signs on the west elevation not be illuminated. D.REQUEST FOR ZONING FLEXIBILITY 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 7 The TC-PD zoning classification allows flexibility in zoning requirements such as building placement and façade treatments. The applicant had previously received approval of flexibility for some zoning requirements. With this amendment, the applicant is requesting flexibility to the city’s height requirement for buildings in the TC-PD district: 1.Building height The maximum building height in the TC-PD district is five stories or 60 feet, whichever is less, and the applicant is proposing a height of 66 feet . However the TC-PD district allows building height to be increased if the following relevant additional height requirements are met: a.Shadow study effects. The amended shadow effects study (attachment D), shows no significant negative impacts to the residential areas to the west. The most significant impact is on December 21, but the shadow leaves the residential buildings by 9:38 A.M. (previously with the lower building height, the shadow would leave these residences by 9:30 A.M.). b.Building massing. The dimensions of the taller building are not disproportionately larger than neighboring buildings. Since the building is not proposed to be substantially taller than the previously approved height of 59 feet, negative impacts to the neighborhood are not anticipated. Staff is supportive of this request. E.REQUESTED ACTION At the February 9, 2026 Planning Commission meeting, the Commission recommended by a vote of 8 to 0 to approve the amendment to the 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 F. 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. 6.1 7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 7 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. h.Any wall signs on the west building elevation not be illuminated. 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. 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 28% of the façade and from 30% to 23% 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 262 spaces. h.The building height is increased to 66 feet. 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 amendment ordinance would be considered at the March 3rd Council meeting. 6.1 Site Location and Public Hearing Notice Mailing Map 7000 – 56th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 6.1 2040 Comprehensive Plan Map 7000 – 56th Avenue N. 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 6.1 January 29, 2026 Attn: Dan Olson City Planner, City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1696 RE: 7000 56th Avenue – Rezoning Application Amendment REV Dear Mr. Olson, Thank you for coordinating with our team to align the following submission to amend the rezoning for 7000 56 th Avenue. Changes to the building have been reflected in the new drawings and revised rezoning narrative. This application is an amendment to the previous rezoning which was passed on January 6th, 2026 (City Council 2nd Reading). At this time a lot consolidation and easement vacation were also passed. No changes to the lot consolidation or easement were made, therefore are not a part of this submittal. The basis of these changes is due to new geotechnical information received in regard to the water table level. The project team has made a great effort to maintain the original parameters of the building design and logistics. Below is a synopsis of new building metrics and outline of major sections adjusted in the rezoning narrative: Changes in Building Metrics: -Total units is now 178. A unit matrix, including bed counts is now shown on sheet G007. (previously 174 units) -Total Parking is now 262 stalls. Count increased slightly (+5) to maintain the same ratio of stalls to bedrooms. -Surface parking now 76, previously 74 (+2) -Enclosed parking now 186, previously 183 (+3) -Building height is now 65’- 1 ½”, previously 59’-1 ½” (+6’-0”) This is shown on the elevations and sections as the “T.O. Roof Sheathing”. -Due to the water table pushing up the parking, the Ground Floor has been split into 2 sides with different elevations, which show as L1 & L1.5 for a naming convention. -L1 portion only houses the lobby and parking to maintain the entry point of the building. Please note that the parking portion of the level is lower than the lobby and only partially above grade. -L1.5 portion is the remaining floor and residential units which were pushed up due to the water table. Major changes to the Rezoning narrative: -All language referring to the Lot Consolidation and Easement has been altered to be past tense, since these have already been passed. -Application has been referred to as a “rezoning amendment” since rezoning was already passed. -Major changes to the narrative have the section highlighted in red for reference. These include: -Building Height section: requesting a deviation to go above 60’. -Floor Height section: explaining how these floors changed/split due to the water table height. -Parking section: Showing the new parking metrics and ratios. -Deviations section: Added building height to the list of deviations. -Use-Specific Standards section: relating to masking the partial floor of parking above grade. If you have any questions regarding this submittal, please don’t hesitate to contact our team. We are excited to continue to make this development a reality and improve the surrounding community in Crystal. Attachment C 6.1 January 16, 2026 (Rezoning Amendment) 7000 56th Avenue – Rezoning to PD Project Narrative/Site Plan Narrative The proposed rezoning is for 7000 56th Avenue North, Crystal, MN 55428 The subject property was previously rezoned from Zone C (Commercial) to TC-PD (Town Center Planned Development). The following is an amendment to the previous rezoning which was passed on January 6 th, 2026 (City Council 2nd Reading). At this time a lot consolidation and easement vacation were also passed. The current site houses 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 were joined in a lot consolidation application for a site area that is 2.18 acres (per ALTA Survey) and meets the requirement of 2 acres in City code section 515.13, subd. 3. This project also included an easement vacation to remove the 10’ utility easement along 56th 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; Building Height, 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) – (Rezoned to TC-PD on January 6th, 2026) (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 had 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 (which was accepted). 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 6.1 2 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 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 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 (Deviation Request) – The maximum height permitted by Zoning code in the TC- PD District is 60’. The proposed amendment to the development will change the building height to 65’-1 ½” to the top of the roof sheathing as noted on application drawings. This is due to new geotechnical information received in regard to the water table level which has forced the project team to raise the underground parking up to be able to maintain the relatively same parking counts and ratios. This condition has also forced the ground floor (L1) to split and are now designated as L1 (Lobby) and L1.5 (the rest of the floor). d.Floor Heights - Corresponding floor heights fall into compliance. L1.5 is shown at 13’ floor to floor on the elevations, but code states 12’ measured from finish floor to finish ceiling”, which this floor would be in compliance of. Likewise the ground floor (L1) shows as 22’ floor to floor but would be less than 20’ from finish floor to finish ceiling for this non residential space (lobby only). e.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, safety and maintaining the amount of parking needed on the project. f.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. g.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. h.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 6.1 3 requesting shrubs be planted for the full length of the building foundation on the north and south sides. i.Parking (Deviation Request) – The proposed project provides 262 parking stalls (1.47stalls/unit), 76 surface stalls and 186 enclosed and below ground. The Zoning code calls for a minimum of 2.0 stalls/unit which amounts to 356 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 219 beds, so the project is providing 1.20 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. j.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 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; Building Height, 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 and updated 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)(1)(ii) considerations have been made for parking ramps or structures in the TC-PD district. The enclosed parking of the project is partially above ground and not clearly visible above grade. Treatments to the façade, including the addition of windows on the south and east elevation have been made to hide the parking and maintain the intent of the code to “not dominate the street frontage of the building”. 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. Amending the rezoning of 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. 6.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567$0Attachment D6.1 1(,*+%25,1*5(6,'(17,$/352326('%8,/',1* 6&$676+$'2:/,1(&RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<1(,*+%25,1*%8,/',1*&/($5$1&(&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567$06+$'2:&/($561(,*+%25,1*%8,/',1*66.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567$06.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567306.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567306.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17'(&(0%(567306.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17-81(67$06.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17-81(67$06.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17-81(67306.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17-81(67306.1 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,21$0(1'0(17-81(67306.1 ORDINANCE NO. 2026 - _____ CITY OF CRYSTAL AN ORDINANCE AMENDING THE TOWN CENTER – PLANNED DEVELOPMENT (TC-PD) ZONING DISTRICT FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH THE CITY OF CRYSTAL ORDAINS: Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and determines as follows: (a)On January 6, 2026, upon request from Yellow Tree Corporation (“Applicant”), the City Council approved Ordinance No. 2025-14 rezoning the property at 7000 56th Avenue North (“Property”) from Commercial (C) to town center planned development overlay district; and (b)Applicant has now requested to amend the Town Center – Planned Development zoning for the Property as provided in Crystal city code, subsection 515.13; and (c)The amendment request is to allow the Applicant to revise the site and building plan to construct a five story, 178-unit apartment building rather than a 174-unit apartment building as in the original application, which involves the approval of a site plan; and (d)The amendment also includes amendments to the special provisions related to the Town Center – Planned Unit rezoning as follows: increasing the Glazing on the south building elevation 24% to 28% and of the façade and from 20% to 23% on the north building elevation; Increasing the required parking spaces from 257 to 26; and Increasing the building height to 66 feet; and (e)The Planning Commission held a public hearing on the amendment request on February 9, 2026 and voted to forward the requested application to the City Council with a recommendation that it be approved with certain conditions; and (f)The City Council determines the proposed amendment to the TC -PD district for the Property complies with the approval criteria in Crystal city code, subsection 515.13 and other applicable provisions. Attachment E 6.1 Section 2. Site-Specific Regulations. The following additional regulations apply to the Property, which amend and restate ordinance No. 2025-14 adopted by the City Council on January 6, 2026, as described above: 1.Site Plan. The development shall be constructed according to the site plan in attachment F of the staff report. 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. 8.Any wall signs on the west building elevation may not be illuminated. 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. 6.1 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 28% of the façade and from 30% to 23% 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 262 spaces. h.The building height is increased from 60 to 66 feet. Section 3. 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: _____________________ 6.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.0001.16.20267000 56th Ave. N,Crystal, MinnesotaA000COVER SHEETThe proposed project is a 5-story multi-family housing development with approximately 178 units ranging in size from alcove to 3 bedrooms and 262 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 55407A000G001G002G003G004G005G007V1.0V2.0-----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 PANORAMABUILDING 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 PROPOSEDNA215,414 SF(ABOVE GRADE)PARKING REQUIREDPARKING PROVIDEDPARKING REQUIRED348 STALLS262 STALLS252 STANDARD4 COMPACT10 ADAPARKING PROPOSED40 LONG TERM8 SHORT TERMLEVEL P1LEVEL 1LEVEL 1.5LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALGSF33,565 SF46,474 SF31,785 SF34,474 SF34,515 SF34,515 SF33,651 SF248,979 SFABOVE GRADE AREA0 SF46,474 SF31,785 SF34,474 SF34,515 SF34,515 SF34,651 SF215,414 SFLEVEL 1.5LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALAREA26,457 SF29,565 SF30,801 SF30,801 SF29,937 SF147,561 SFUNITS32 UNITS36 UNITS37 UNITS37 UNITS36 UNITS178 UNITSTABLE OF CONTENTSPROJECT DESCRIPTION AND BACKGROUNDPROJECT TEAMPROJECT DATA SUMMARYSITE AREAZONINGOWNERSHIPSHEETNO.SHEETNO.DESCRIPTIONDESCRIPTIONARCHITECTCIVIL/LANDSCAPE/SURVEYFARVEHICULAR PARKINGBICYCLE PARKINGBUILDING AREAUNIT LEVELS/RENTABLE AREAAttachment F6.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 56th Ave. N,Crystal, MinnesotaG001SITE AERIALSSITE ANALYSISSITE ANALYSIS - EXISTINGAERIAL PHOTO LOOKING NORTHWESTAERIAL PHOTO LOOKING SOUTHWESTAERIAL PHOTO LOOKING NORTHEASTAERIAL PHOTO LOOKING SOUTHEAST6.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 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-PDTCSITESITESITE6.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 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 BendSITE110894576326.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 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 MAP2136.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 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.6.1 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION AMENDMENT©2026 DJR25-072.00 01.16.20267000 56th Ave. N,Crystal, MinnesotaG007BUILDING DATABUILDING DATASF Acres95,093 2.1895,093 2.18Yellow Tree - 7000 Bass Lake Road Crystal, MN 55428 01.09.2026Site Area: (PER ATLA SURVEY)PID Number511821420032TotalElev. Clear Ht. Flr. To Flr. Cum. Ht GFA FAR Common Core BOH Amenity Leasable Parking Units Stalls Bike StallsFloor(ft.) (ft.) (ft.) (ft.) (sf) (sf) (sf) (sf) (sf) (sf) (sf) (sf) (count) (count) (count)RoofN/A N/A0 N/AL59'-8" 10'-7 7/8" 65'-1 1/2" 33,651 N/A 2,601 573 544 0 29,937 0 36 00L49'-8" 11-1 7/8" 54'-5 5/8" 34,515 N/A 2,601 573 544 0 30,801 0 37 00L39'-0" 10'-7 7/8" 43'-3 3/4" 34,515 N/A 2,601 573 544 0 30,801 0 37 00L29'-0" 10'-7 7/8" 32'-7 7/8" 34,474 N/A 2,601 573 544 1,186 29,565 0 35 00L1.59'-0" 13'-0" 22'-0" 31,785 N/A 2,834 570 371 1,553 26,457 0 33 00L1Varies 9'-0" 9'-0" 46,474 N/A 2,803 574 1,281 1,281 0 40,085 0 17740P1Varies 13'-4"+ N/A 33,565 N/A 451 574 2020 0 0 30,546 0 850Total248979 016492 4010 5848 4020 147561 70631178 26240#DIV/0!1.47Area & Height Data:3BR 2BR 1BR Alcove Units BedroomsL51 6 24 5 3644L42 5 25 5 3746L32 5 25 5 3746L22 4 25 5 3644L1.52 3 23 4 3239Total9 23 122 24 178 219Percentage5.1% 12.9% 68.5% 13.5%68.5% 13.5%18.0%Unit Count:Stalls Standard ADA Compact Lg. Term Sh. TermSURFACE76 74 2L1101 97 4 0 40 8P185 81 0 4 0 0Total 262252 6 4 40 8Required0 0 100 2Parking Data: Per Title 20 Chapter 541Vehicular ParkingBike ParkingYellow Tree - 7000 Bass Lake Road Crystal, MN 55428 01.09.20266.1 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" PVC 10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542389.50N00°20'12"ES89°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 LotAccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcreteConcreteConcrete 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 BuildingExisting 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: 0511821420073Address: 6924 56th Avenue NorthOwner: 6924 LLCPID: 0511821420074Address: 6918 56th Avenue NorthOwner: Schumeister Pro Holdings LLCPID: 0511821420075Address: 6918 56th Avenue NorthOwner: Schumeister Pro Holdings LLCPID: 0511821420032Address: 7000 56th Avenue NorthPID: 0511821420067Address: 7000 56thAvenue North104.346.730.745.724.78.138.48.036.726.40.271.225.10.426.026.9PARCEL 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 NorthCrystal, Hennepin County, Minnesota 55428PROJECTPROJECT 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civilsitegroup.comQA/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 55407Yellow Tree Development6.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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: AMENDED CITY SUBMITTALPROJECT 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.COMGEOTECHNICALENGINEERTBD TBDREVISION 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.6.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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:6.1 8" VCP8" VCP (Per Rec.)()21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC 10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Naild 1/2 Inch Ironw/ Cap No. 58542The W Line of the E 110 Feet of Lot 1,Block 1, Crystal State Bank AdditionEXCEPTIONTrash EnclosureWood FenceBASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)Existing BuildingPARCEL 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.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.COM6.1 8" VCP8" VCP (Per Rec.)()21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailund 1/2 Inch Ironpe w/ Cap No. 58542BASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)ACCESSIBLE ROUTEARROW. DO NOTPAINT, FOR CODEREVIEW ONLY, TYP.319.7R8.0 5.613.58.5TYP.10.017.512.09.96.412.05.05.110.011.123.65.05.01.96.00.610.518.024.018.014.693.593.58.742.018.09.0TYP.9.051.09.0102.024.08.08.08.0207.037.624.018.05.524.08.7MATCH 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.R8.0R8.0R8.0R3.0, TYP.R8.0 R8.0B612 C&G, TYP.BIT. PVMT. STRIPING, TYP.B612 C&G,TYP.CONC. WALK, PER CITY STND.MATCH EXIST.MATCH EXIST.BIT. PVMT.STRIPING,TYP.BIT.PVMT. ,TYP.ADA PARKING SPACES,INCLUDE, STRIPING,RAMPS & SIGNAGE(2) BENCHES, SHOPDRAWINGS REQ.B612 C&G,TYP.24.0111186122238.5TYP.9.0TYP.EXTERIOR PARKING SUMMARYPARKINGSTND. PARKING SPACES 9'X18'34LOW TURNOVER SPACES 8.5'X18'40ADA SPACES 8'X18' 2TOTAL76103.5DOG RUN W/3' WIDE X 6' HT. DOUBLEGATED ENTRANCE, W/ 6' HTORNAMENTAL STEEL FENCE, TYP.DOUBLE STACKLIMESTONE 1' HT.SEE GRADING PLAN FORGRADES AGAINST WALL.CONC. PVMT.MATCHEXIST.CONC. PVMT.DOUBLE STACKLIMESTONE 1' HT.DOUBLE STACKLIMESTONE 1' HT.STRIPING, TYP.STRIPING, TYP.BIT.PVMT. ,TYP.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.72.08.5TYP.8.5TYP.22.010.0MONUMENT SIGN, 6' HT.12.56.7CONC. PVMT.10.024.05.35.839.0TYP.27.03' CURB TAPER,. TYP.3' CURB TAPER,. TYP.PED RAMP, SEEDETAILPED RAMP, SEEDETAIL8.5COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 TAPER6.1 8" VCP (Per Rec.)8" VCP8" VCP (Per 8" CIP (Per Rec.)8" CI8" CIP (Per Rec.)21" RCP21" RCP (Pe18" 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)ACCESSIBLE ROUTEARROW. DO NOTPAINT, FOR CODEREVIEW ONLY, TYP.8" VCP (Per Rec.)8" VCP8" VCP (Per 8" CIP (Per Rec.)8" CI8" CIP (Per Rec.)21" RCP21" RCP (Pe18" 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)ACCESSIBLE ROUTEARROW. DO NOTPAINT, FOR CODEREVIEW ONLY, TYP.8" VCP (Per Rec.)8" VCP8" VCP (Per 8" CIP (Per Rec.)8" CI8" CIP (Per Rec.)21" RCP21" RCP (Pe18" 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)Existing BuildingACCESSIBLE ROUTEARROW. DO NOTPAINT, FOR CODEREVIEW ONLY, TYP.COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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: 19'6.1 8" VCP8" VCP (Per Rec.)21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailnd 1/2 Inch Irone w/ Cap No. 58542BASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)873 873873 873873873873 874874874874 874 874874874 874875875875 875876876877877877877874.08 TC874.35872.66873.09872.85872.46872.96874.06 G/ME874.56 TC873.70 G/ME873.75 G/ME874.25 TC873.90ME75.22 G/ME75.72 TC875.08ME874.96ME874.77ME874.50ME874.21ME872.80872.18LP874.54 Existing TC872.14 G/ME873.58 G873.58Garage Door873.33873.11LP/CB876.14874.08DOOR874.08DOOR872.93874.0473.69873.60874.36 G/TCMAIN ENTRY ELEV = 876.83DECK ELEV = 879.83MECH ELEV = 874.08GAR DOOR ELEV = 873.58874.79 ExistingConc.874.76 Existing TC874.64 Existing TC876.83DOOR874.44 G/TC874.25 G/TC874.81876.87876.87877.48877.47877.16877.28877.3277.04 BW76.69TC/ME876.89ME876.86ME876.56ME876.76ME876.68ME876.24ME877.27876.92876.58875.81877.36873.97873.71874.00874.00876.83874.28873.64872.56872.11ME872.40ME872.29G/ME872.33 G/ME871.90ME871.69ME875.20ME876.87872.33LP873.41873.13873.58LP/CB873.99876.83DOOR873.50872.71LP/CB873.61874.08DOOR874.42874.94875.2177.25877.26 TW75.76 BW875.46875.17874.8976.76 TW873.58 G874.08 TC874.08872.55 TC/ME874.08DOOR876.34873.32873.50 G872.77874.38874.09 TC/ME873.92 TC/ME874.13 TC/ME874.73873.93G/ME873.82G/ME875.83 G/TC876.01 G876.51 TC876.83874.53 G875.03 TC875.78875.92876.05876.15 G876.65 TC876.10875.83875.85874.53 Existing TC874.74 ExistingConc.874.03874.06874.26874.62875.10876.57876.18 G/TC876.10 G876.60 TC876.13 G/TC876.83874.28G/ME75.71 Existing77.1176.8776.71 TW75.8675.61 ME/Conc.75.54 ME/Conc.75.54 Existing76.09 ExistingPower Pole77.29 TW75.64 BW76.64 TW77.22 TW75.23 G/ME75.73 TC75.49 ME/TC872.71TC/ME75.91 BW76.91 TW76.51 TC/ME75.25ME/G75.7776.72 BW874.90876.83876.08875.98876.83875.68 G/TC876.26 BW876.22876.10876.49876.40875.62 G876.12 TC876.71874.79874.90874.17 G/TC877.08 TW876.08 BW872.83LP/CB874.42 ExistingBuilding874.36 ExistingBuilding874.21 ExistingBuilding874.05 ExistingBuilding876.27875.91873.86874.17874.08876.83876.75876.61876.72874.53875.27875.09874.44874.73874.91875.73874.30 ExistingBuilding874.06 ExistingBuilding74.48 ExistingBuilding74.69 Existing TC873.40 G873.90 TC873.40 G872.54 TC/ME872.19 G/ME875.52875.43875.07875.16873.49 G878.49 TC876.18873.95873.95872.39 TC/ME873.19 G/TC873.25873.50 G873.50 G874.00 TC873.40 G873.40 G873.90 TCCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.CallRSPOT GRADE ELEVATION THICKENED EDGE CONCRETESPOT GRADE ELEVATION TOP OF WALL / BOTTOM OF WALL891.00 TE891.00 TW/BW6.1 8" VCP8" VCP (Per Rec.)()21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailund 1/2 Inch Ironpe w/ Cap No. 58542BASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)67 LF 10" SCH. 40 PVCSTORM @ 1.00%CBMH 3RIM=873.58IE(W)=868.83IE(N)=868.8387 LF 18" HDPE STORM@ 1.00%CBMH 2RIM=873.11IE=867.9681 LF 18" HDPE STORM@ 1.00%CBMH 1RIM=872.71IE(N/S)=867.15SUMP=863.15INSTALL SAFL BAFL9 LF 12" HDPESTORM @ 2.00%CB 21RIM=872.33IE=864.63SUMP=860.63INSTALL HOOD / SNOUT9 LF 12" HDPE STORM @1.00%CB 11RIM=872.18IE=868.18SUMP=864.18INSTALL HOOD / SNOUTEXISTING 12'' RCP STORM PIPE 44 LF @0.30%(FROM RECORD)(FIELD VERIFY)PROPOSE TO KEEP 24 LF OF 12'' RCP32 LF 10" SCH.40 PVCSTORM @ 2.09%STUB SANITARY SEWER TO5' 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 EXISTING SANITARYMANHOLE. CORE DRILL & RECONSTRUCTBENCH.COORD. W/ CITY36 LF 6" PVC SDR 26SANITARY SERVICE @2.00%TWO 45°BENDS8" FIRE DIP WATER SERVICE AND VALVE,STUB TO WITHIN 5' FROM BUILDING,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 (12'' ORIFICE)=867.21OUTLET ELEVATIONS (SEE DRAWING, OUTLET CONTROL STRUCTURE &DETAILS)WQL (MPCA)=864.96100-YR HWL=870.49EOF=872.83SYSTEM CAPACITY BELOW OUTLET ELEVATION≈12,615TOTAL SYSTEM CAPACITY≈22,196(SEE DETAIL AND SHOP DWGS)MIN GRADE OVER SYSTEM ≈ 872.3REPLACE EXISTING CB CASTINGWITH NEW CASTING PER CITYSTANDARDS. EXIST RE=874.32PROP RE=874.32STUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50CONSTRUCT OCS OVER EXISTING12'' RCP STORM. MAKECONNECTION TO EXISTING 12'' RCPSTORMOCS 31RIM=872.71IE(N)(EXISTING PIPE) ≈ 867.04IE(S)=BOT OF CHAMBER(FROM RECORD)(FIELD VERIFY)12'' ORIFICE IN WEIR WALL=867.21CONSTRUCT WEIR WALL IN MH.SEE DETAIL(INLET STRUCTURE #1) 27'' DIA PVC STRUCTURE W/ 4'SUMP. SHOP DRAWINGS REQ'DRIM≈872.4IE(NW)=868.00IE(S)(24'' GOLDFLO)=BOT OF CHAMBERIE(E)(15'' GOLDFLO)=TOP OF CHAMBERSEDIMENT ROWSEE SHOPSSEDIMENT ROWSEE SHOPSSCOUR PROTECTION.SEE SHOPS15'' GOLDFLO STORM W/ FITTINGS. TOPOF CHAMBER. EQUALIZING MANIFOLD.SEE SHOPS24'' GOLDFLO STORM W/FITTINGS. BOT OFCHAMBER. EQUALIZINGMANIFOLD. SEE SHOPS(INLET STRUCTURE #2) 27'' DIA PVCSTRUCTURE W/ 4' SUMP.SHOP DRAWINGS REQ'DRIM≈873.9IE(N)(15'' GOLDFLO)=TOP OF CHAMBERIE(W)(24'' GOLDFLO)=BOT OF CHAMBER4'' INSPECTION PORT4'' INSPECTION PORTINLET=864.72BOT OF CHAMBER17 LF 24" GOLDFLOSTORM @ 0.00%OUTLET=864.79BOT OF CHAMBERCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALCONTRACTOR SHALL COORDINATE ALLTHE UTILITY SERVICES WITH BOTH THECIVIL AND MECHANICAL PLANS PRIORTO CONSTRUCTION.12INLET=864.79BOT OF CHAMBERSTUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50HYD. & GV PERCITY STANDARDS3456MAKE WET TAP CONNECTION TOEXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITY6'' DIP8" DOMESTIC DIP WATER SERVICE ANDVALVE, STUB TO WITHIN 5' FROMBUILDING, COORD. W/MECH'L56MAKE WET TAP CONNECTION TOEXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITYCBMH 1ARIM=872.83IE(W)=868.83IE(E)=867.83SUMP=863.83INSTALL SAFL BAFL(INLET STRUCTURE #1) 27'' DIA PVCSTRUCTURE. SHOP DRAWINGS REQ'DRIM≈873.9IE(N)(24'' GOLDFLO)=BOT OF CHAMBERIE(S)(18'' HDPE)=866.81IE(W)(12'' HDPE)=867.2017 LF 18" HDPE STORM@ 2.00%21 LF 12" HDPE STORM@ 3.00%Wat. Serv.(Per Rec.)BASS LA(COUNTY RO(A Public R/W)TWO 45°BENDSMAKE WET TAP CONNECTION TOEXISTING 24" PCCP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITY8" FIRE DIP WATER SERVICE AND VALVE, STUB TCOORD. W/MECH'L56COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 MOREDETAILS6.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 1WDTTWDPOURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1TWDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT46"3'-6"3'-6"60"-66"FROM PAVEMENT TOBOTTOM 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 ACCESSAISLE9BITUMINOUS 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" RADIUS8ACCESSIBLE 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 CODETRUNCATEDDOMESSEE 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 &DETAILS10NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS, SEE SOILS REPORTN T SSURMOUNTABLE CURB28"10-12"17-12"7"4"11"16"12"FACE OF CURBSLOPE GUTTER 34" PER 1'-0"TIP OUT CONDITION WHERE SHOWN ON SITEPLAN, MATCH ADJ. PVMT. (MIN. 0.5% SLOPE OUT)28"R12"RFINISHED GRADEFINISHED GRADECOMPACTED SUB-BASE SOILCOMPACTED CLASS 5 AGG. BASE,COORDINATE WITH SOILS REPORT FORDEPTH - MIN. 6"ADJ. PVMT. SECTION, SEE DETAILS & PLANS61. INSTALLATION AND REINFORCEMENT SHALL BE INACCORDANCE TO A CERTIFIED, ON-SITE A.C.I.TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILSENGINEER'S PVMT. SECTION REQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.6. WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKSOR IN LOCATIONS FOR VEHICULAR TRAFFIC.THICKENED EDGE CONC. WALKN T S6"6"NOTE:COMPACTED SUBGRADECLASS 5 AGGREGATE BASE MIN. 6" UNDERCONCRETE (VERIFY W/ SOILS ENGINEER)W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS.CENTER MESH IN CONC. POUR, ALL DIRECTIONS.(REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH ISREQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE"WALKS.)INSTALL ADJ. MULCH OR LAWN 1" FROM TOPOF WALK, WHERE APPLICABLECONC. PVMT. SECTION - TYP. 5", SEE DETAIL FORWALK SECTION, VERIFY W/ SOILS ENGINEERADJACENT PVMT., SEE SITE PLAN FOR LAYOUT,DETAIL FOR SECTION AND VERIFY W/ SOILSENGINEER. ENSURE WATER FLOWS AWAY FROMALL INSTANCES OF "THICKENED EDGE WALK".COORDINATE W/ GRADING PLANFINISH SURFACE, SEE DETAILS FOR SCORINGPATTERN AND TEXTURE, VERIFY WITH OWNERCONTROL JOINTSPER SITE PLAN6"1"5"76.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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' MINIMUM2.0'7.5' 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. 3149AMODIFIED)6"12"COMPACTEDBACKFILLBEDDINGFOUNDATION12"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 NOTLESS 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"BC0.5BCBC/4 BUT NOTLESS THAN 6"12"BC+12" MIN.COURSE FILTER AGGREGATEMNDOT SPEC. 3149H MOD.COMPACTEDBACKFILLBC0.5BC0.5BCBC+12" MIN.6"2000# CONCRETE618"MIN.12"112"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 MESH316"VARIABLE1'- 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 PIPE46.1 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 DOWNSTREAM SIDEOF WEIR WALL UP TOLOWEST OPENINGCONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=867.0424" GOLD FLO INLETELEV=864.79RIM ELEV=872.71SEE UTILITYPLAN FORSIZEDEPTH VARIES,SEE UTILITYPLANBASES 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. = 868.7112" DIA. ELEV. = 867.21ELEV.=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. 3000L16.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 SUMMARYDATEDESCRIPTION6.1 8" VCP8" VCP (Per Rec.)21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailnd 1/2 Inch Irone w/ Cap No. 58542Concrete SidewalkConcrete SidewalkConcrete WalkwayConcreteBASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)873 873873 873873873873 874874874874 874 874874874 874875875875 87587687687787787787778 4478784747 6877877588755877887777778888777777777CCCCCCCPPPPPPP8888777733325% ACHILLEA 'CORONATION GOLD'25% LIATRIS 'FLORISTAN WHITE'50% SYMPHYOTRICHUM 'BLUEBIRD'50% PENNISETUM 'HAMELN'Concrete SidewalkConcrete Sidewalk00%%50% AGASTACHE FOENICULUM5500%%%%AAAGGGAAASSSTTTAAACCCHHEEFFOOOEENNNICCCUUULLLUUUMMM50% SCHIZACHYRIUM 'JAZZ'25% ECHINACEAE 'WHITE SWAN'2255%%%EEECCCHHHINNAAACCCEEAAAEEE'WWWWHHHITTTEEESSSWWWWAAANNN'25% ERYNGIUM 'BIG BLUE'Found 1/Found 1/HONEY LOCUSTOpen Iron PipOpen Iron Pip'EXCLAMATION'PLANE TREEHITE OAKEAMP WHSWAWSWWAWASWAAMPWWHWHPWAMWHHITEOAOATEHIOAAKKKAKKATSURA TREEKKKAAATTSSSUUURRRAAATTTRRREEEEEEAAATUPELOBGBOXWOOD HEDGEBBBO4' HTHHTTTRGLO-GRO SUMACGROUNDCOVERROCK MULCHNO MOW GRASSRRDROUGHT TOLERANTTTFESCUE MIXXPEMUGO PINE 2~3' HT1/2 I h I1/2 I h ICAREDTWIG DOGWOOD HEDGE4' HTCAREDTWIGDOGWOODWOODWHEDGEGEHEDHHHHHHHHHHHHHHHHHHEHHHH4' HT4HTTT487777774477788444777778788874774744887474747488888cNa/cNpcNpp/ePa/ePNNccNNaa////Naa//eePPpccNNppwwCCCccppp//cciaaNNPPee//aaNNppcccNNN///PPPeee///aaNNpppppp//aaccNNNoROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPOCKAINNTANNCSTTROCROCAINMAKNANENNTNSTESNCTPTRRIPPNCE STETENANNK MAINAROCK OCK ROOCOCROCCK MAAINAINMACKNNTENANANENNTNNCESSTSTESNCTTRPPTRNNNNNROCK MAINTENANCE STRIPROCK MOCCKAINNTANCSTTROCROCAINMACKNAENNTASTCENCTIPTRROCK MAINTENANCE STRIPRCTCCCCNNNNAANNTTTTDOG PARK MULCHEDGING, TYP.Y5 - GI2 - PMBGGGBOXWOOD HEDGEOO4' HTHJHJUNIPER HEDGE10' TALL874888887 - NS874 - PP-4-PP-'PRAIRIE GOLD'ORDLDOLGOGERIIRARPPRIEOLDSPENPKING ASNQUAKQQUAKAAKINGAKAKASPPENNSS5 - QBQQQQ5 - QBQQw/wuPEMUGO PINE 2~3' HT2EEEE2~2CAREDTWIG DOGWOODHEDGE4' HT77877788ROCK MAINTENANCE STRIPCAREDTWIG DOGWOOD HEDGE4' HT50% PENNISETUM 'HAMELN'%%00%000%EEMEMMME50% AGASTACHE FOENICULUM6 - GP787877875 - CJGROUND COVERS1,429 sfSYLVA SOFTSTEP EQUIV. / DOG PARK MULCH8,134 sfPrairie Nursery / NO MOW LAWN SEED MIX1,919 sfROCK MAINTENANCE STRIP*L1.0LANDSCAPE PLANCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTAL01/26/2026 AMENDED CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.01/16/26Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER1. 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 CEDARYES NO SEE 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 SITE6.1 CODECOMMON / BOTANICAL NAMEQTYCONTNATIVE PLANTSPOLLINATOR FRIENDLYTREESCJKatsura Tree / Cercidiphyllum japonicum52.5" CAL. B&BNNGP Princeton Sentry® Maidenhair Tree / Ginkgo biloba 'PNI 2720'63.5" CAL. B&BNNGISkyline® Honey Locust / Gleditsia triacanthos inermis 'Skycole'52.5" CAL. B&BYYNSTupelo / 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&BYYQBSwamp White Oak / Quercus bicolor53" CAL. B&BYYCODECOMMON / BOTANICAL NAMEQTYSIZENATIVE PLANTSPOLLINATOR FRIENDLYSHRUBSBG2Green Mountain Boxwood / Buxus x 'Green Mountain'1077 GAL.NNCA Dwarf Red Twig Dogwood / Cornus sericea 'Alleman's Compact'895 GAL.YYCKKelsey's Dwarf Red Twig Dogwood / Cornus sericea 'Kelseyi'3045 GAL.YYJHHetzi Column Juniper / Juniperus chinensis 'Hetzii Columnaris'157 GAL.NNPEEnci Mugo Pine / Pinus mugo 'Enci'1633 GAL.NNRGGro-Low Fragrant Sumac / Rhus aromatica 'Gro-Low'582 GAL.YYPLANT SCHEDULEGROUND COVERS8,134 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.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTAL01/26/2026 AMENDED CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.01/16/26Civil 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 SUBGRADE26.1 8" VCP8" VCP (Per Rec.)21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC 10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailound 1/2 Inch Ironpe w/ Cap No. 58542BASS LAKE ROAD57TH 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.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.CallR6.1 8" VCP8" VCP (Per Rec.)()21" RCP21" RCP (Per Rec.)Serv.Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag Nailund 1/2 Inch Ironpe w/ Cap No. 58542Bituminous Parking LotBituminous Parking LotAccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcrete WalkwayBituminous Parking LotBituminous Parking LotBituminousParking LotConcreteBASS LAKE ROAD57TH AVENUE NORTH(A Public R/W)873 873873 873873873873 874874874874 874 874874874 874875875875 875876876877877877877INLET 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.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.CallR6.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 AREA30' 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" MINIMUMDEPTH46.1 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.SEEDxTEMPORARY 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.MULCHxIMMEDIATELY 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)SLOPESx3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCHxSLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.xSEE 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 MIXxFOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.xxAREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.xxDRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.xMAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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 612-615-0060OWNERDESIGN 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: 5/31/20286.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.xEXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.xLOCATIONS OF AREAS NOT TO BE DISTURBED.xLOCATION OF AREAS OF PHASED CONSTRUCTION.xALL 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.xMETHODS 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:xONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION ANDxWITHIN 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 MINNESOTA COUNTY HENNEPINZIP CODE 55428 PROJECT 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)127-0057-00MEADOW LAKE N YSITE 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/A6.1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTALPROJECT MANAGER PATRICK SARVERCONTACT NUMBER 612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER 253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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:xAFTER 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.xTHE 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 SUMMARYDATEDESCRIPTION6.1 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)88888"" 8" " VCP (Per R8P (Per R8r R(Per R(ec )ec.)ec.)ec.88 VCP8"8" VCP8" VCP V8 VCP VCP VCP" VCP"VCP VCP VC"" VCP" VCP" VC" VCPVCPVVCCP8" VCP (Per R8" VCP (Per Rec.)8" CIP (Per R8" CIP (Per R8" CIP (Per R"ec.)ec.))8" CIP (Per RCIP (Per Rec.)ec8" CIP (Per R8" CIP (Per R8" CIP (Per8" CIP (Per R8" CIP (PeCIPRCIec.)ec.)ec.)ec)22211" RC1" RC RCP" RCPRCPRR21 RCP (Per 21" RCP (Per P Rec.)Rec.))118" RCP (P18" RCP (Per CP (Per PePePePeCP (PRec.)Re110" V10 VCP (P0" V0" VC0" VCP (Per 000" V" """ """ V VCP (PVCP (PeVVVCCP (Per CP (Per (Pe(Per((PerRecRec.)Rec )Rec.ReRec.)Rec.)RRRRec.)Reec.)eeeceececcccc24" PCCP (Per24" PCCP (Per24" PCCP (Per24" PCCP (Per24" PCC24" PCCP (Per24" PCCP (Per24" PCCP (Per24 PCC24" PCCP (Per24" PCCP (P24" P24" P24" PCCP (Per2424" P4" P4" PCCP (P4"4"4"4" PCCP (PerPCCP (PCCP (PPCCP (PCCP (PerCCP (PeCCPCCCP (PCP P PPerRec.)Rec.)Rec )Rec.)RRec.)RecRec.)RRec.)RecRec.)Rec.)Rec.)RReReec)WWWWat. SerWat. Serv.. t. SererW((PPer RecPPer Rec.)r RecP111212"12112" R22" 2" ""RRCRRRCPCPCP"""""112" PVCPVC2600.002600 002600260026022600 0000BASSASSASSASSSSLAKELAKE ROADROADROADROROADD(COUN(COU(COUN(COUN(COUN(COUN(COUNCOUNOUNUNNNTY ROTY ROTY ROTY ROTTY ROTTY ROAD NOAD NOAD NOAD NOAD NOAD NONOOO. 10). 10). 10). 10). 10)10)1. 10)10)0)))(((AA Public R/W((A Public R/W(A Public R(A Public R/W(A Public R/W(A Public R/WA PAA Public R/WA PA Public R/WPublic R/WPublic R/WPublic R/Wublic R/Wublic Rublic R/Wblic R/Wblic R/Wblic R/Wbblicbblicblblic R/Wbblbliliclicc R/WRRR/W/WW)()()(Width )(Width Varie)(Width Varie)(Width Varie)(Width Vari)(Width VarieWidth VarWidth VariWidth VarieWidth VarieWidth VariWidth VarieWidth VaWidth Vidth Vardth V Var)ss)s)s)s)s)))))57T57T57TH 57TH57TH 57TH57TH 57TH57TH 57TH57T57T57TH57TH57TH57TH57TH57TH57TH57THH57TH57TH57TH57T57T57TH57TH5T7TH7T7TTTTTTTHHHAVENUAVENUAVENUAVENAVENUAVENUAVENUAVENUAVENUAVENUAVENUAVENUAVENUAVENUAVEAVEAVEAVENUAVENUAVENUAVENAVEAVENUAVAVENUAVENUAVENAVENUAVAVEAVENUAVAVENUAVENUAAVENUVENUVVENNUNNNUE NORE NORENORE NORE NORE NORENORENORENORENORENE NORE NOREENORENORENORE NORENENORENORE NORENE NORE NORE NORENOREENORNONNNNORNORNORORRTHTTTTHTHTTTTHTHTTTTTTHTHTHTTTTTHT(A Pu(A Public R/W(A Public R/W((A Public R/WA AA Public R/WAAPublic R/Wublic R/Wublic R/W/c R/Wc R/c RR/W)))))))KEKEEKEENTUNTUNTUNTUTNTUEKCKYCKYYCKYCKYKYAVENUAVENUAVENUUAVUE NOE NOE NORE NRNENORNNTHTHTHTHHTHTH(A(A Public R/WPublic R/WPublic R/WPublic R/Wublic R/Wublic R/Wublicublic R/Wblic RPublic R/WRA A bli))))300'300'COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025 CITY SUBMITTAL11/25/2025 CITY SUBMITTAL - Rev 101/16/2026 AMENDED CITY SUBMITTAL01/26/2026 AMENDED CITY SUBMITTAL - Rev 1PROJECT MANAGER PATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BY PATRICK SARVERPROJECT NUMBER253797000 56TH STREET7000 56TH AVE N, CRYSTAL, MN 55428YELLOW TREE DEVELOPMENT, LLC1834 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.01/16/26Civil 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' MINIMUM2.0'7.5' MIN. COVERFIRE HYDRANTN T S1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHYLENE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODS4" X 4"VERTICALBLOCK6" GATE VALVEMECH. 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DATE: February 11, 2026 FROM: John Sutter, Community Development Director TO: Mayor and Council City Manager Adam R. Bell RE: Approval of Town Center Vision Plan A.BACKGROUND The Town Center area contains 224 acres roughly centered on the intersection of Bass Lake Road and West Broadway. It also extends southeast to the CPKC railroad and east to the area adjacent to the proposed Blue Line Extension station. This area was formally designated for potential redevelopment in 2018 with the adoption of the Comprehensive Plan Update and the creation of Town Center zoning regulations. To build on the previous planning work, code changes, public improvements and recent private investments, on June 3, 2025, the City Council adopted a zoning moratorium in the Town Center area so that the City Council could create a 25 year vision for the area. On August 17, 2025, the EDA authorized a consultant services agreement with Damon Farber to prepare the Town Center Vision Plan. B.TOWN CENTER VISION PLAN - PROCESS Oct. 2, 2025 Tour of redevelopment and public spaces along the Green Line Extension Oct. 23, 2025 City Council work session #1 Oct. 27, 2025 Public input survey #1 open through Nov. 11 Dec. 4, 2025 City Council work session #2 Dec. 16, 2025 Public input survey #2 open through Jan. 4 Jan. 20, 2026 City Council work session #3 6.2 Page 2 of 2 C. TOWN CENTER VISION PLAN - ELEMENTS The draft Town Center Vision Plan is attached. An electronic version of the draft plan, and the appendix which is not attached to this staff report, are available on the Town Center Vision Plan page of the city website. D. TOWN CENTER VISION PLAN - IMPLEMENTATION STEPS IN 2026 Priority 1 Expand the TC district before the zoning moratorium expires on June 3, 2026; this includes modifying the TC-PD district. Priority 2 Identify near-term public realm improvements for the 2027-2028 budget (goal: 3Q 2026) Priority 3 Prepare changes to the TC section of the Unified Development Code, including enhanced design guidelines and renaming the TC district to “Downtown” and TC-PD district to “Downtown Edge” (goal: 4Q 2026) E. COUNCIL ACTION REQUESTED Approve the Town Center Vision Plan and direct staff to initiate an amendment to the zoning map to expand the TC district and modify the TC-PD district. 6.2 TOWN CENTER VISION PLAN TOWN CENTER VISION PLAN CITY OF CRYSTAL FEBRUARY 2026DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 20262 3 CITY OF CRYSTAL John Sutter City of Crystal Community Development Director Dan Olson City of Crystal City Planner Adam Bell City of Crystal City Planner John Elholm City of Crystal Recreation Director CITY OF CRYSTAL CITY COUNCIL Julie Deshler Mayor Taji Onesirosan Council Member Section 1 (Wards 1 and 2) Forest Eidbo Council Member Section 2 (Wards 3 and 4) Therese Kiser Council Member Ward 1 Traci Kamish Council Member Ward 2 John Budziszewski Council Member Ward 3 David Cummings Council Member Ward 4 DAMON FARBER LANDSCAPE ARCHITECTS Jeff McMenimen, PLA, ULI Principal in Charge Rachel Baudler Blaseg, PLA, ASLA Project Manager Rachel Berg Design Lead HENNEPIN COUNTY Ryan Kelley Hennepin County Manager, Transit Oriented Development Nikil Manayathara Senior Planning Analyst ACKNOWLEDGMENTS TABLE OF CONTENTS EXECUTIVE SUMMARY.............4 62 12 82 16 90 30 106 52 114 THE TOWN CENTER VISION.............................. PHASED VISION FRAMEWORK................... TOWN CENTER DESIGN FRAMEWORK.................... IMPLEMENTATION + NEXT STEPS..................... APPENDIX........................ INTRODUCTION + PLANNING PROCESS.................................. PROCESS + COMMUNITY ENGAGEMENT.......................... INVENTORY & ANALYSIS AND VISIONING................................ GUIDING PRINCIPLES............... 090909040404 AAA050505 080808030303 070707020202 060606010101 This project is a partnership between the Crystal Economic Development Authority (EDA) and the Hennepin County Housing and Economic Development department. DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 20264 0101 EXECUTIVE SUMMARY HIGH-LEVEL OVERVIEW OF THE PURPOSE, GOALS, PROCESS, AND KEY RECOMMENDATIONS OF THE TOWN CENTER VISIONING PLAN.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Executive Summary | Chapter 016 7 01EXECUTIVE SUMMARY CHAPTER 01 PURPOSE OF THE TOWN CENTER VISION PLAN The Crystal Town Center Vision Plan provides a long-range, illustrative framework for how the heart of Crystal can evolve over time. The plan translates adopted City policy, community priorities, and market-aware design thinking into a clear, visual story that shows how incremental change could strengthen the Town Center over the next 25 years. As part of this vision, the plan establishes the Downtown District as the long-term identity of the Town Center area. Rather than prescribing specific redevelopment outcomes, the Vision Plan is intended to guide decision-making by establishing shared priorities and a clear long-term direction. It helps City leaders, staff, residents, and future development partners understand shared goals, identify opportunities, and evaluate proposals as they arise. The plan focuses on creating a Town Center that is more walkable, more connected, and more reflective of Crystal’s identity, while remaining flexible and realistic about how change occurs. 01 Crystal Town Center Context Map WHY THE TOWN CENTER MATTERS Crystal’s Town Center is uniquely positioned at the intersection of Becker Park, West Broadway, Bass Lake Road, and future high- capacity light rail transit. Today, it functions as a regional shopping destination and an important recreational hub. At the same time, decades of auto-oriented development patterns have shaped the area. Wide roadways, large surface parking areas, and disconnected building layouts limit walkability, reduce comfort for people on foot or bike, and weaken the sense of place. As regional growth, reinvestment, and transit expansion continue, Crystal has an opportunity to proactively shape how this area evolves. Recent and anticipated investments, including the Blue Line Extension and reinvestment along West Broadway, create a timely moment to align policy, infrastructure, and design through a shared long term vision. HOW THE PLAN WAS CREATED The Vision Plan was developed through a collaborative and iterative process that included City staff, elected officials, residents, business owners, and regional partners, with support from the Crystal Economic Development Authority and Hennepin County. Engagement included City Council working sessions, multiple staff workshops, walking site tours, visual preference surveys, and two rounds of public input. Across these efforts, several consistent themes emerged: • strong support for walkability and safer streets • interest in green, shaded public spaces • desire for places to gather • recognition of the importance of existing retail anchors • and support for incremental change over time. These themes directly informed the guiding principles, concept development, and preferred vision. Project Timeline N FINAL PLAN & IMPLEMENTATION STRATEGIES February 2026Public Survey #2 Public Survey #1 PROJ E C T I NI TI A TI O N Late Summer / Early Fall 2025 PHAS E 1 PHAS E 2 PHAS E 3 PHAS E 4 PHASE 5CITY & C O U N T Y C O O R DI N A TI O N (ongoing thro ug hout project)INVEN T O R Y & A N A L Y SI S A N D VI SI O NI N G October 2 025 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 1 October 202 5 GUIDI N G P RI N CI P L E S & C O N C E P T D E V E L O P M E N T Novem ber - Dece m ber 20 25 FINAL P L A N D E V E L O P M E N T & P H A SI N G January - Febr uary 2 02 6 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 2 Early Dece m ber 202 5 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 3 January 2 02 6DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Executive Summary | Chapter 018 9 A LONG TERM VISION WITH PHASED CHANGE The Vision Plan establishes the Downtown District as a shared long-term identity for the Town Center, a walkable, connected, and community-oriented civic core. The 2050 Vision illustrates the full long-term potential of the Downtown District, showing how streets, parks, housing, retail, and civic spaces could work together at full maturity. Recognizing that redevelopment occurs gradually, the plan illustrates a phased framework for 2030, 2040, and 2050. Near- term actions focus on pilot projects, targeted redevelopment, and public realm improvements that demonstrate progress and build momentum. The 2040 vision strengthens district structure and connections while integrating existing anchor retail, including Target, into an evolving downtown fabric. Over time, these steps create the conditions for the full 2050 vision. Engagement activities & survey questions helped provide City Council & public input to help inform the final plans Proposed Downtown District Extents and Downtown Edge Extents Guiding Principles, created with the City Council, used to guide the Vision Plan USING THE PLAN The Town Center Vision Plan is not a fixed blueprint or implementation schedule. It is a flexible framework intended to inform zoning updates, public investment, catalyst projects, and private redevelopment discussions as opportunities arise. Used in concert with adopted City plans, zoning, and regional initiatives, including transit planning, the Vision Plan establishes a clear and adaptable foundation for guiding reinvestment and growth in Crystal’s Downtown District (formerly referred to as the Town Center area) over time. CRYSTAL AIRPORT CRYSTAL AIRPORT BASS LAKE RD BASS LAKE RD B O T T I N E A U B L V D B O T T I N E A U B L V DWE S T B R O A DW A Y WE S T B R O A DW A Y EXISTING TOWN CENTER BASE DISTRICT PROPOSED DOWNTOWN DISTRICT EXISTING TOWN CENTER PLANNED DEVELOPMENT OVERLAY DISTRICT PROPOSED DOWNTOWN EDGE 2030 2040 2050Proposed Phased Visioning: 2030, 2040, and 2050 Development N N 1. CREATE A WALKABLE, GREEN, CONNECTED CORE 2. CELEBRATE COMMUNITY IDENTITY & A SENSE OF PLACE 4. PRIORITIZE LIVABILITY & MOVING FORWARD 3. GROW WITH PURPOSE DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Executive Summary | Chapter 0110 11 2050 Town Center Vision Plan Proposed Festival/Dining Street Proposed Green Spine Proposed W Broadway & Bass Lake Rd Intersection Together, the Vision Plan establishes a shared framework for aligning policy, investment, and design decisions across multiple City departments, partners, and time horizons. KEY VISION PLAN RECOMMENDATIONS Expand the Town Center Base District and rename it the Downtown District to guide zoning updates and reinforce the area as a distinct destination. Transform West Broadway into a safe, pedestrian-friendly street by narrowing the roadway to match traffic needs and introducing street trees for immediate placemaking impact. Break down the Crystal Shopping Center super-block to establish a mixed-use commercial and economic core, incorporating housing with active ground-floor uses while allowing existing economic anchors (such as Target) to remain as desired. Create a pedestrian promenade along the north edge of Becker Park, connecting development west of West Broadway to the planned light rail station. Provide a new Town Green / Civic Park to support population growth and offer distinct programming that complements Becker Park. Establish a green spine connecting areas north of Bass Lake Road and west of West Broadway to Becker Park. Strengthen pedestrian connections between Becker Park and Crystal’s existing Community Center. Concentrate higher-density housing near the planned light rail station to support transit- oriented development. Integrate festival/dining streets west of Becker Park and adjacent to the Town Green into the street network to support a vibrant public realm. Establish Crystal’s identity at key gateways and major intersections within the district. Taper building heights and density to transition sensitively into surrounding single- family neighborhoods. Retain an industrial and service employment core near Hanson Court. 1 1 7 8 9 11 11 12 12 10 10 9 8 7 2 2 3 4 5 6 65 43 NDRAF T 6.2 0202 INTRODUCTION + PLANNING PROCESS PLANNING CONTEXT AND POLICY FRAMEWORK FOR THE TOWN CENTER VISION PLANDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Introduction + Planning Context | Chapter 0214 15 0202INTRODUCTION + PLANNING CONTEXT CHAPTER 02 WHY THE TOWN CENTER MATTERS TO CRYSTAL Crystal’s Town Center is uniquely positioned as a place where community life, commerce, recreation, and mobility intersect. Located at the convergence of West Broadway, Bass Lake Road, Becker Park, and future high-capacity transit, the Town Center already functions as an important destination for residents, visitors, and businesses. At the same time, the area’s existing form reflects decades of auto-oriented development patterns. Large surface parking areas, wide roadways, and disconnected building layouts limit walkability, reduce comfort for people on foot or bike, and weaken the sense of place, identity, and arrival. While the Town Center includes valued destinations and anchor uses, its physical structure does not yet reflect its potential as a cohesive, people-focused district. The Town Center Vision Plan responds to this opportunity. It provides a framework to guide how the area can evolve over time into a more walkable, green, and connected Downtown District that supports everyday life, civic activity, and reinvestment. The plan balances long-term aspirations with near- and mid-term realities, recognizing the importance of existing assets while setting a clear direction for change. Recent and anticipated investments, including the Blue Line Extension, reinvestment along West Broadway, and evolving development interest, create a timely opportunity to align policy, infrastructure, and design through a shared long- term vision for the Town Center. RELATIONSHIP TO CITY POLICY The Town Center Vision Plan builds on and supports adopted City policies and planning efforts, including the Crystal Comprehensive Plan, Blue Line Station Area planning, and transportation and parks initiatives. Together, these documents establish Crystal’s goals for land use, housing, mobility, economic development, and public space. This Vision Plan advances that policy foundation by expanding the focus beyond the station area to address the broader Town Center context, including parks, commercial areas, and key corridors. It translates adopted policy direction related to land use, mobility, and transit-oriented development into a clear, graphic, and place- based framework focused specifically on the Town Center. The Vision Plan illustrates how policy goals can be realized on the ground through coordinated investment in streets, parks, development patterns, and civic spaces. It does not replace or supersede existing policy documents. Instead, it serves as a bridge between long-range policy and day-to-day decision-making. The plan is intended to be used alongside adopted plans, ordinances, and capital programs to evaluate redevelopment proposals, guide public investment, and support coordination with regional partners, including future transportation investments. The Vision Plan reflects input from community members, stakeholders, and City leadership gathered through working sessions, surveys, and public meetings, and was developed in partnership with Hennepin County, reflecting shared goals for walkability, transit access, and reinvestment in the Town Center. PLANNING AREA The planning area includes the existing Town Center Base District, planned development and overlay areas, and key corridors and sites that influence how the Town Center functions as a whole. This includes West Broadway, Bass Lake Road, Becker Park, adjacent commercial areas, and connections to surrounding neighborhoods and the future Blue Line Extension station area. The planning area boundaries are intentionally flexible. While the Vision Plan focuses on a defined core, it also considers the broader context needed to support connectivity, transitions, and long-term reinvestment. This approach allows the vision to adapt over time as conditions change, new opportunities emerge, and projects move forward incrementally. Rather than prescribing exact boundaries or redevelopment outcomes, the planning area framework emphasizes relationships, connections, and performance goals that help ensure the Town Center evolves as a cohesive and integrated Downtown District. Crystal Town Center Context Map N DRAF T 6.2 0303 PROCESS + COMMUNITY ENGAGEMENT OVERVIEW OF THE PLANNING PROCESS AND COMMUNITY ENGAGEMENT THAT SHAPED THE TOWN CENTER VISION PLANDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0318 19 0303PROCESS + COMMUNITY ENGAGEMENT CHAPTER 03 COMMUNITY ENGAGEMENT & PLANNING PROCESS The Town Center Vision Plan was developed through a collaborative and iterative planning process that combined City and County coordination, City Council working sessions, and broad community engagement. The process was structured to first understand existing conditions and community values, then test alternative approaches, and finally refine a preferred vision and phased strategy grounded in both public input and implementation feasibility. PHASE 1: PROJECT INITIATION & SITE UNDERSTANDING Late Summer / Early Fall 2025 The planning process began with project kickoff meetings and coordination with City staff and Hennepin County partners to confirm goals, scope, and expectations. This phase established the Vision Plan’s role as a graphic, illustrative framework intended to support future decision-making rather than prescribe specific development outcomes. A walking site tour of the Town Center was conducted with City staff and partners to evaluate existing conditions firsthand. The tour focused on street environments, pedestrian comfort, park edges, development patterns, and connections between key destinations. Observations from the site tour informed early identification of opportunities related to walkability, safety, identity, and reinvestment potential. In addition to the on-site tour, City and County staff and the project team conducted a tour of relevant precedent projects across the metro area to ground the Vision Plan in comparable local examples. The tour included the Excelsior & Grand area and the Wooddale Station in St. Louis Park, as well as Downtown Hopkins. These visits helped inform discussions around redevelopment patterns, public realm design, mixed-use integration, and the role of public spaces in supporting walkable, connected district centers. Project Timeline FINAL PLAN & IMPLEMENTATION STRATEGIES February 2026Public Survey #2 Public Survey #1 PROJ E C T I NI TI A TI O N Late Summer / Early Fall 2025 PHAS E 1 PHAS E 2 PHAS E 3 PHAS E 4 PHASE 5CITY & C O U N T Y C O O R DI N A TI O N (ongoing thro ug hout project)INVEN T O R Y & A N A L Y SI S A N D VI SI O NI N G October 2 02 5 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 1 October 20 25 GUIDI N G P RI N CI P L E S & C O N C E P T D E V E L O P M E N T Novem ber - Dece mber 20 25 FINAL P L A N D E V E L O P M E N T & P H A SI N G January - Febr uary 20 26 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 2 Early Dece mber 2 025 CITY C O U N CI L VI SI O NI N G W O R K S H O P # 3 January 20 26 Engagement emphasized transparency, responsiveness, and alignment between City leadership and the broader community. Photos from walking site tour of the Town Center areaPhotos from the tour of relevant precedent projects DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0320 21 During this phase, a visual preference survey was launched to gather broader community input on desired character, development scale, public spaces, and street environments. Approximately 325 participants responded to the survey, providing clear direction on community values and priorities. Results showed strong interest in walkable streets, safer crossings, green spaces, and a locally focused identity for the Town Center. Council members completed the same survey, allowing direct comparison between Council and community perspectives and helping align early priorities. The survey and results of this survey can be found in the Appendix. PHASE 2: INVENTORY & ANALYSIS AND VISIONING October 2025 Phase 2 focused on understanding existing conditions and establishing shared priorities for the Town Center’s future. An initial City Council working session reviewed existing conditions analysis and introduced early visioning discussions. Council members participated in an interactive Post-It mapping exercise, identifying locations that work well today, areas presenting opportunities for improvement, and places that feel challenging due to safety, access, or character. This exercise helped surface qualitative insights and grounded the planning effort in lived experience. Post-it mapping exercise with City Council Post-it mapping exercise color reference Visual preference survey, example of summary of results CITY COUNCIL WORKSHOP/ 10.23.2025CRYSTAL TOWN CENTER VISION PLAN COMMUNITY ENGAGEMENT CHARACTER & IDENTITY 01 What words best describe the desired future character of the Town Center? (choose up to 2) South End Charlotte Assembly Row Somerville Hyde Park Village Tampa South End Charlotte The Village at Mendota Heights Downtown Wayzata Walkable + Active Destination For Dining Green + Connected Small-Town Feel Transit-Oriented Urban Innovative + Modern 52% 8% 38% 23% 47% 15% COMMUNITY ENGAGEMENT SURVEY RESULTS CITY COUNCIL WORKSHOP/ 10.23.2025CRYSTAL TOWN CENTER VISION PLAN EE F F G G COMMUNITY ENGAGEMENT 02 In which area would investments have the greatest potential to catalyze redevelopment in the next 10 years? (choose up to 3) Crystal Shopping Center & Target West Broadway Streetscape & Corridor Edges of Becker Park Future Roundabout - Hanson Ct Area Future Blue Line Station Area Planned Development East of Rail Corridor North of Bass Lake Rd REDEVELOPMENT FOCUS 18% 20% 22% 58% 60% 29% 31% BB A A D D C C COMMUNITY ENGAGEMENT SURVEY RESULTS CITY COUNCIL WORKSHOP/ 10.23.2025CRYSTAL TOWN CENTER VISION PLAN 03 How bold should redevelopment be? PRESERVE CHARACTER TRANSFORMATIVE CHANGE SCALE OF CHANGE COMMUNITY ENGAGEMENT 74%AVG. COMMUNITY ENGAGEMENT SURVEY RESULTS DF/ CRYSTAL TOWN CENTER VISION PLAN CITY COUNCIL WORKSHOP/ 10.23.2025 AS WE ANALYZE CRYSTAL’S TOWN CENTER AT A LARGER SCALE, LET US KNOW WHAT ABOUT THE CURRENT TOWN CENTER EXPERIENCE DO YOU FEEL... PLACE A POST-IT WITH YOUR THOUGHTS ON THE MAPS! ..WORKS WELL?..PRESENTS A N OPPORTUNI T Y ? ..IS CHALLENGING? CITY COUNCIL WORKSHOP/ 10.23.2025CRYSTAL TOWN CENTER VISION PLAN COMMUNITY ENGAGEMENT 12 What do you hope future generations will enjoy about Crystal’s Town Center? “I hope tha t f u t u r e g e n e r a t i o n s w i l l enjoy the e n h a n c e d s e n s e o f b e l o n g i n g and comm u n i t y t h i s r e d e v e l o p m e n t w i l l bring!” “Safe welcoming sp a c e that gives priority t o people over vehicle movement and stor a g e ” “I hope that they will have some t h i n g s i m i l a r t o downtown Robbinsdale on West B r o a d w a y . A w a l k a b l e space with a good mix of restaur a n t s , a p p l i a n c e stores, housing, etc. I would rec o m m e n d l o o k i n g i n t o that stretch of W Broadway betw e e n N 4 2 n d A v e & 41st Ave N” COMMUNITY ENGAGEMENT SURVEY RESULTS Selected survey quotes illustrating what respondents hope future generations will enjoy about Crystal’s Town CenterDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0322 23 PHASE 3: GUIDING PRINCIPLES & CONCEPT DEVELOPMENT November - December 2025 Based on feedback from community members, City Council, City staff, and Hennepin County partners, the project team developed a set of guiding principles to articulate shared priorities for the Town Center’s future. These principles reflected consistent themes that emerged through early engagement, including improved walkability and safety, stronger public spaces, thoughtful growth, and a locally grounded identity for Crystal’s Town Center. See Chapter 5: Guiding Principles for the full set of principles. The guiding principles were shared with City Council and the community to confirm alignment and refine direction. A City Council working session was held to review the guiding principles alongside early concept ideas and to discuss priorities for the Town Center’s evolution. During this session, Council members participated in a live poll using the same survey questions distributed to the public, allowing for direct comparison between Council and community perspectives on character, scale, public space, and phasing priorities. Once established, the guiding principles were used as a framework to shape and evaluate concept alternatives, ensuring that design exploration responded directly to community values and policy goals rather than starting from predetermined outcomes. Building on early engagement, the project team developed two distinct concept alternatives illustrating different approaches to land use, street structure, open space, and redevelopment patterns. Both concepts were grounded in the same guiding principles and assumed the continued importance of existing retail and civic assets, but they explored different long-term strategies for how the Town Center could evolve. These concepts were intentionally different to test ideas, understand tradeoffs, and gather focused feedback. Concept A explored a more concentrated redevelopment pattern focused around key corridors and civic spaces. This concept tested greater redevelopment intensity, a finer-grain street network, and a stronger organizing role for West Broadway and Becker Park as the heart of the district. CONCEPT AConcept B explored a more incremental approach that retained Target and larger areas of surface parking, while introducing targeted infill, improved public spaces, and enhanced connections. This concept tested how the Town Center could evolve over time while maintaining existing development patterns and minimizing near-term disruption. Together, the concepts were used as tools to evaluate priorities related to walkability, public realm investment, redevelopment intensity, and phasing, rather than as fixed proposals. Guiding Principles, created with the City Council, used to guide the Vision Plan 1. CREATE A WALKABLE, GREEN, CONNECTED CORE 2. CELEBRATE COMMUNITY IDENTITY & A SENSE OF PLACE 4. PRIORITIZE LIVABILITY & MOVING FORWARD 3. GROW WITH PURPOSE OVERALL PLAN - ZONING LEGEND JOBS & SERVICES MULTI FAMILY RESIDENTIAL RETAIL TOWNHOMES PUBLIC GREEN SPACE PARKING STRUCTURE INDUSTRIAL STATION AREA BLUE LINE ROUTE TOWN CENTER BOUNDARY *BUILDINGS WITH A LIGHTER FILL REPRESENT BUILDINGS WITHIN THE TOWN CENTER TO REMAIN BASS LAKE RD W E S T B R O A D W A Y B O T T I N E A U B L V D - B L U E L I N E O V E R P A S S DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0324 25 CONCEPT B The concepts were shared with City Council and the public through presentations and an online survey. A second survey received over 100 responses, with participants providing input on preferred elements, concerns, and refinement opportunities. Specific questions asked respondents to react to each concept, identify priorities, and provide feedback on phasing and implementation timing. Survey responses reflected a broad range of perspectives, with the largest age group represented being 25-34, highlighting strong interest from younger adults in the future of the Town Center. Feedback reinforced support for walkability, public spaces, housing near amenities and transit, and incremental change that balances long-term vision with near-term action. OVERALL PLAN - ZONING LEGEND JOBS & SERVICES MULTI FAMILY RESIDENTIAL RETAIL TOWNHOMES PUBLIC GREEN SPACE PARKING STRUCTURE INDUSTRIAL STATION AREA BLUE LINE ROUTE TOWN CENTER BOUNDARY *BUILDINGS WITH A LIGHTER FILL REPRESENT BUILDINGS WITHIN THE TOWN CENTER TO REMAIN BASS LAKE RD W E S T B R O A D W A Y B O T T I N E A U B L V D - B L U E L I N E O V E R P A S S Building on this input, feedback on the two concepts revealed several clear patterns. Across both City Council and public responses, there was strong interest in elements that improved walkability, safety, and the quality of the public realm. Participants consistently responded positively to ideas that rebalanced streets, strengthened connections to Becker Park, and created new places to gather. Enhanced pedestrian crossings, tree canopy, and more comfortable street environments were frequently identified as high priorities. Responses also reflected an appreciation for the role of existing assets. Many participants expressed the importance of retaining key retail anchors and maintaining access to everyday services, particularly in the near to mid-term. Concept B’s incremental approach resonated with those concerned about preserving familiar destinations and minimizing disruption, while still supporting gradual improvements to public spaces and connectivity. At the same time, Concept A’s more concentrated redevelopment pattern generated enthusiasm for its potential to create a clearer district identity, stronger street edges, and a more active civic core. Respondents noted that this approach better illustrated the long-term potential of the Town Center and provided a more legible vision for how the area could function as a walkable Downtown District over time. Feedback on phasing emphasized the importance of visible, near-term action paired with a longer- term vision. Participants supported starting with public realm improvements, pilot projects, and targeted redevelopment before pursuing more transformative change. There was broad agreement that improvements to streets and public spaces should lead redevelopment, helping build momentum and confidence over time. Taken together, feedback suggested that neither concept alone fully addressed all priorities. Instead, respondents favored a blended approach that maintains key retail and services in the near term, introduces early public realm improvements, and allows for more significant redevelopment as market conditions and community readiness evolve. This input directly informed the development of the preferred 2050 Vision and the phased 2040 and 2030 plans that follow. Age demographics of survey respondents Under 18 (1.79%) 18-24 (3.57%) 55-64 (5.36%) 65+ (5.36%) 25-34 (35.71%)35-44 (33.93%) 45-54 (14.29%)DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0326 27 PHASE 4: PREFERRED VISION & PHASING January 2026 Feedback from the public, City Council, City staff, and Hennepin County partners was synthesized into a preferred long-term vision illustrating the full potential of the Downtown District in 2050. The preferred vision reflects consistent engagement themes, including improved walkability, stronger public spaces, safer and greener streets, housing choice, and a clear district identity. Recognizing market realities and existing assets, the preferred vision was then phased into 2040 and 2030 scenarios based on priorities, feasibility, and opportunities for early implementation. These phased plans illustrate how public realm improvements, redevelopment, and infrastructure investment could build on one another over time. Visual preference survey, example of summary of results 13% 15% 27%53% 48% 12% 18 By 2040-2050, what should success look like? (Select up to two) 2040-2050 PRIORITIES / PHASING Major shopping-center redevelopment Integrated structured parking Diverse housing + affordable options Green spine + Town Green Strong identity at station area A D E B C OtherF “Beautiful attractive streetscapes” “Safer and more accessible streets” 17 What should be Crystal’s top priorities by 2030? (Select up to two) 2030 PRIORITIES / PHASING 15%33% 25%28% 57% West Broadway streetscape + median Becker Park edges Connections to Blue Line Station Initial mixed-use redevelopment Trail / mobility links Other A D E B C 17%F “Getting rid of all the super rundown auto businesses at the intersection area of Douglas and west broadway” “Real “downtown” area like hopkins, anoka, etc. Things to do” 2030 2040 2050Proposed Phased Visioning: 2030, 2040, and 2050 DevelopmentDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0328 29 PHASE 5: FINAL VISION PLAN February 2026 The final phase focused on translating the preferred vision and phasing strategy into a clear, accessible Vision Plan. This included refinement of guiding principles, the design framework, zoning and policy direction, and implementation guidance. The Final Vision Plan reflects the collective input of community members, City leadership, and County partners. It is intended to serve as a long-term framework for guiding reinvestment, public decision-making, and coordination as the Downtown District evolves. See Chapter 6: The Town Center Vision, as well as the following chapters, for the full plan and a detailed overview of the recommended framework, phasing strategy, and implementation considerations. KEY ENGAGEMENT THEMES Across all phases of engagement, several consistent themes emerged: • Strong support for walkability and pedestrian safety, particularly along West Broadway and Bass Lake Road • Desire for green, shaded streets and comfortable public spaces • Interest in places to gather, including civic spaces and park edges • Support for housing options that add vitality and support daily activity • Emphasis on maintaining a local, Crystal-focused identity while welcoming thoughtful growth These themes directly informed the guiding principles, preferred vision, phasing strategy, and design framework presented in this plan. Summaries of engagement activities, as well as full survey results, are provided in the Appendix. 2050 Vision Plan DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Process + Community Engagement | Chapter 0330 31 0404 INVENTORY & ANALYSIS AND VISIONING KEY FINDINGS FROM INVENTORY & ANALYSISDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0432 33 0404INVENTORY & ANALYSIS AND VISIONING CHAPTER 04 This section summarizes key findings from the inventory and analysis phase of the Town Center Vision Plan. It builds on prior planning efforts and incorporates detailed mapping, site observations, and interactive City Council exercises conducted in fall 2025. Together, these materials establish a shared understanding of existing conditions, constraints, and opportunities that informed the vision, guiding principles, and preferred plan. The analysis is intended to be illustrative rather than exhaustive. Diagrams and photo documentation highlight patterns and relationships that influence how the Town Center functions today and where change is most feasible over time. TOWN CENTER CONTEXT AND EXISTING CONDITIONS At a district scale, the Town Center is defined by several major assets and constraints. Becker Park serves as the primary civic and green anchor, while West Broadway and Bass Lake Road function as the main north-south and east- west corridors. The future Blue Line Extension and station area represent a significant long- term investment that will shape mobility and redevelopment potential. Existing land uses within the Town Center include a mix of commercial centers, surface parking lots, multifamily housing, and civic uses. While the area serves as an important destination, development patterns are largely auto-oriented, with wide roadways, dispersed building placement, and limited pedestrian comfort. The analysis identified strong regional access and visibility as strengths, alongside challenges related to walkability, street crossings, and public space continuity. SINGLE FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL COMMERCIAL INDUSTRIAL AIRPORT INSTITUTIONAL PARKS AND OPEN SPACE TOWN CENTER - BASE DISTRICT EXTENTS TOWN CENTER - PLANNED DEVELOPMENT LEGEND EXISTING LAND USES Land use map of existing conditions Photos from walking site tour of the Town Center area DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0434 35 PUBLIC REALM AND MOBILITY CONDITIONS West Broadway and Bass Lake Road are critical corridors that structure movement through the Town Center. Today, both function primarily as vehicle-focused roadways, with wide lane configurations, minimal buffering between traffic and sidewalks, and limited tree canopy. Sidewalks are often narrow and exposed, crossings are long and uncomfortable, and connections between destinations require navigating large surface parking areas. These conditions create barriers for walking, biking, and accessing Becker Park, despite relatively modest traffic volumes in several segments. During the City Council working sessions, participants identified West Broadway as a corridor with significant potential to function differently, noting opportunities to improve safety, reduce lane widths, enhance crossings, and introduce a stronger sense of place. DEVELOPMENT PATTERN AND OPPORTUNITY AREAS The inventory and analysis identified several areas with redevelopment potential, ranging from near-term sites with active interest to longer- term opportunities tied to changing market conditions or institutional uses. Key observations include: • Large surface parking areas functioning as underutilized land • Commercial sites with shallow buildings and excess parking • Areas where existing zoning and overlays limit clarity and predictability • Strategic locations near Becker Park, West Broadway, and the future Blue Line station with potential to support mixed-use development During the working session, City Council members and staff used annotated maps and post-it exercises to identify sites that “work well today,” sites that “present opportunity,” and sites that “feel challenging,” helping prioritize areas for future focus RETAIL ANCHORS AND COMMERCIAL CENTERS The Town Center includes several significant retail and commercial assets that play an important role in Crystal’s economy and daily life. Among these, the Crystal Target serves as a major anchor retail destination, drawing residents and visitors and supporting surrounding businesses. Today, retail development within the Town Center is characterized by large-format single-story buildings, expansive surface parking lots, and limited pedestrian connectivity between sites. While these centers function well for vehicle access, their layout limits walkability, internal circulation, and integration with nearby parks, streets, and housing. The Target site and surrounding shopping center represent both a stable economic anchor and a long-term opportunity area. The Vision Plan assumes Target remains an important part of the Downtown District through the 2040 horizon, while recognizing that surrounding parcels and parking areas may evolve incrementally over time. This approach allows existing anchors to continue operating successfully while creating flexibility for long-term evolution. Visioning focuses on how existing retail centers can better connect to Becker Park, West Broadway, and the future Blue Line station area, improve internal pedestrian routes, and respond to changing market conditions over time. The approach emphasizes incremental, flexible strategies that support existing businesses while strengthening the Downtown District’s walkability, connectivity, and long-term economic resilience. SINGLE FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL COMMERCIAL INDUSTRIAL AIRPORT INSTITUTIONAL PARKS AND OPEN SPACE FUTURE BLUE LINE/STATION OPPORTUNITY SITES OPPORTUNITY SITES WITH POTENTIAL DEVELOPER PLANS CREATED TOWN CENTER BASE DISTRICT - POTENTIAL EXPANSION TOWN CENTER - PLANNED DEVELOPMENT LEGEND OPPORTUNITY AREAS Diagram of opportunity sites with development potential Existing conditions: Crystal Center and public realm DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0436 37 CITY COUNCIL INTERACTIVE ANALYSIS AND KEY TAKEAWAYS An interactive inventory and analysis exercise was conducted with City Council during the October 23, 2025 working session. Participants provided direct input on maps, identifying assets, constraints, and areas of concern based on lived experience and local knowledge. Recurring themes included: • Desire to improve pedestrian safety and comfort • Recognition of excess parking as an opportunity rather than an asset • Interest in better defining Becker Park’s edges • Questions about how much density and height are appropriate, and where • Strong focus on West Broadway as the Town Center’s most visible and debated corridor These insights directly informed both the opportunity framework and subsequent concept development. BECKER PARK CRYSTAL AIRPORT BASS LAKE RD CRYSTAL SHOPPING CENTER TOWN CENTER - PLANNED DEVELOPMENT TOWN CENTER - BASE DISTRICT GLEN HAVEN MEMORIAL GARDENS B O T T IN E A U B L V D ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 W B R O A DW A Y - Z O N E 7 Inventory and analysis zones overview map PROPOSED YELLOW TREE APARTMENTS (5 STORY) PROPOSED YELLOW TREE APARTMENTS THIS PARCEL REMAINS IN OVERLAY DISTRICT TO MAINTAIN FLEXIBILITY TOWNHOME OPPORTUNITY EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT POTENTIAL FOR SITE TO BE RE-IMAGINED IN VISIONING SMALL FOOTPRINT COMMERCIAL REDEVELOPMENT OPPORTUNITY 77000000 5566tthh AAvveennuuee NN,, CCrryyssttaall,, MMNN 5555442288 ZZOONNIINNGG CURRENT PRIMARY ZONING C (COMMERCIAL) CURRENT OVERLAY ZONING TC-PD (TOWN CENTER-PLANNED DEVELOPMENT) SSIITTEE AARREEAA ((PPEERR HHEENNNNEEPPIINN CCOOUUNNTTYY))TOTAL AREA 95,383 SF SITE AREA -LOT COVERAGE 35,705 SF -35 % PPAARRKKIINNGG RREEQQUUIIRREEDD PARKING REQUIRED 350 STALLS PPAARRKKIINNGG PPRROOVVIIDDEEDD 253SSTTAALLLLSS RREEQQUUIIRREEDD AAPPPPLLIICCAATTIIOONNSS TBD BBUUIILLDDIINNGG HHEEIIGGHHTT ALLOWED 60'-0" / 5 STORIES PPRROOPPOOSSEEDD 6600'' --00"" // 55 SSTTOORRIIEESS DDEENNSSIITTYYTOTAL ALLOWABLE DENSITY 192 UNITSPROPOSED DENSITY 176 UNITS SSIITTEE IIMMPPEERRVVIIOOUUSS AARREEAATOTAL AREA 95,383 SFSITE AREA -PERVIOUS 54,498 SF -57%SITE AREA -IMPERVIOUS 40,885 SF -43% RReennttaabbllee AArreeaa LLeeggeenndd STUDIO 1BR 1BR+D 2BR 2BR+D 3BR 3BR+D BIKE BOH AMENITY CLUB ROOM COMMERCIAL FITNESS LEASING LOBBY MAIL MEP CIRCULATION STORAGE PARKING SUPPORT TRASH UNITS UUNNIITT CCOOUUNNTT ALCOVE1 BR1 BR + DEN 2 BR 3 BR 15%45%20% 10% 10% 550 SF 735 SF 900 SF 1,200 SF 1,400 SF 27 UNITS79 UNITS35 UNITS 18 UNITS 17 UNITS GRAND TOTAL: 176 UNITS AARREEAA SSQQFFTT SSCCHHEEDDUULLEE TTOOTTAALL IINN PPRROOJJEECCTT COMMON CIRCULATIONBOH / STORAGEAMENITY LEASABLE PARKING 5,393 SF 19,203 SF 3,215 SF6,208 SF 150,108 SF 59,329 SF 14,850 GSF58,065 GSF31,500 GSF 21,600 GSF 23,800 GSF 323 SFCIRCULATION 9,961 SFUNITS 2,986 SFUNITS 208 SFCIRCULATION 323 SFCIRCULATION 2,291 SFCLUB ROOM 9,761 SFUNITS 892 SFLEASING 3,700 SFLOBBY 801 SFMAIL 2,870 SFCIRCULATION 74 SURFACE STALLSMAIN ENTRYCOVEREDOUTDOOR AREA P1 ENTRY TO P1 LEVEL14% SLOPE MAX DN COMMON GREENPRIVATE PATIOSPRIVATE PATIOS PRIVATE PATIOS COMMON GREEN REFERENCE IMAGE 602 SFSTORAGE 438 SFBOH BASS LAKE ROAD 57TH AVENUE NORTH 21'-6"33'-0"16'-4" 10'-4"10'-3"38'-10" Copyright 2025 DJR Architecture, Inc. FIT PLAN Crystal, MN 7000 56TH AVENUE N. 25-072 07.25.2025 AARREEAA SSCCHHEEDDUULLEE ((GGRROOSSSS)) NNaammee LLeevveell AArreeaa CIRCULATION LEVEL P1 862 SF MEP LEVEL P1 415 SF PARKING LEVEL P1 59,329 SF LLEEVVEELL PP11 6600,,660066 SSFF BOH LEVEL 1 438 SF CIRCULATION LEVEL 1 3,723 SF CLUB ROOM LEVEL 1 2,291 SF LEASING LEVEL 1 892 SF LOBBY LEVEL 1 3,700 SF MAIL LEVEL 1 801 SF STORAGE LEVEL 1 602 SF UNITS LEVEL 1 22,708 SF LLEEVVEELL 11 3355,,115544 SSFF AMENITY LEVEL 2 2,256 SF CIRCULATION LEVEL 2 3,686 SF FITNESS LEVEL 2 1,661 SF STORAGE LEVEL 2 440 SF UNITS LEVEL 2 28,340 SF LLEEVVEELL 22 3366,,338844 SSFF CIRCULATION LEVEL 3 3,644 SF STORAGE LEVEL 3 440 SF UNITS LEVEL 3 33,023 SF LLEEVVEELL 33 3377,,110077 SSFF CIRCULATION LEVEL 4 3,644 SF STORAGE LEVEL 4 440 SF UNITS LEVEL 4 33,023 SF LLEEVVEELL 44 3377,,110077 SSFF CIRCULATION LEVEL 5 3,644 SF STORAGE LEVEL 5 440 SF UNITS LEVEL 5 33,020 SF LLEEVVEELL 55 3377,,110044 SSFF GGrraanndd ttoottaall 224433,,446611 SSFF HHeennnn CCoo PPrroopp MMaapp GSF ABOVE GROUND 184,132 GSF TOTAL LEASABLE SQUARE FOOTAGE 150,108 GSF TOTAL PARKING STALLS 251 STALLS, 1.42/UNIT PPAARRKKIINNGG SSCCHHEEDDUULLEE TTyyppee LLeevveell CCoouunntt LLEEVVEELL PP11 9900 ddeegg -- 99'' xx 1188'' --SSTTAANNDDAARRDD LLEEVVEELL PP11 117777 LLEEVVEELL PP11:: 117777 LLEEVVEELL 11 1100'' xx 1188'' ((44'' AAiissllee))LLEEVVEELL 11 22 9900 ddeegg -- 88..55'' xx 1188''LLEEVVEELL 11 3399 9900 ddeegg -- 99'' xx 1188'' -- AADDAA LLEEVVEELL 11 22 9900 ddeegg -- 99'' xx 1188'' --SSTTAANNDDAARRDD LLEEVVEELL 11 3311 LLEEVVEELL 11:: 7744 GGrraanndd ttoottaall:: 225511 (GSF) NN 1" = 50'-0" LLEEVVEELL 11 6 6 7 7 9 9 8 8 3 3 5 5 4 4 1 1 2 2 ZONE 1: INVENTORY & ANALYSIS Existing conditions and inventory of Zone 1 DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0438 39 T PLAYGROUND PATIO PROPOSED BUILDING 5 6 TH A V E N U E N O R T H L A K E L A N D A V E N U E N O R T H SF-101 FE-101 PE-101 SF-103 SF-102 EXISTING TREE, TYP. 36 - PA-N 1 - QB 49 - JM 17 - AR-M 15 - SO-S 3 - TN 32 - SO-S 52 - RH-G 8 - TN 1 - GA11 - DI-L 8 - RI-A 10 - SO-S SOD SOD SOD SOD SOD SOD SOD SOD SOD 2 - GA 28 - AT-S T PLAYGROUND PATIO PROPOSED BUILDING 5 6 TH A V E N U E N O R T H L A K E L A N D A V E N U E N O R T H SF-101 FE-101 PE-101 SF-103 SF-102 61 - SC-M 4 - QB EXISTING TREESTO REMAIN EXISTING TREETO REMAIN 6 - AG3 3 - GA 40' VISIBILITYTRIANGLE 1 - TA CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES REMARKS TREESAG3 6 AMELANCHIER X GRANDIFLORA 'AUTUMNBRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL. B&B GA 6 GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL. B&B DECIDUOUS TREESQB5 QUERCUS BICOLORSWAMP WHITE OAK 2.5" CAL. B&B TA 1 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN 2.5" CAL. B&B CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES SPACING REMARKS SHRUBSAR-M 17 ARONIA MELANOCARPA `UCONNAM165`LOW SCAPE MOUND CHOKEBERRY #2 POT SPACE 3`-0" O.C.36" o.c. DI-L 11 DIERVILLA LONICERADWARF BUSH HONEYSUCKLE #2 POT SPACE 4`-0" O.C.48" o.c. RH-G 52 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT. SPACE 5`-0" O.C.60" o.c. RI-A 8 RIBES ALPINUMALPINE CURRANT #5 POT SPACE 4`-0" O.C.48" o.c. SO-S 57 SORBARIA SORBIFOLIA 'SEM'SEM ASH LEAF SPIREA #2 POT SPACE 3`-0" O.C.36" o.c. EVERGREEN SHRUBSJM 49 JUNIPERUS CHINENSIS 'MINT JULEP'MINT JULEP JUNIPER #5 CONT. SPACE 5`-0" O.C.60" o.c. TN 11 TAXUS X MEDIA `TAUNTON`TAUNTON YEW #5 48" o.c. GRASSESPA-N 36 PANICUM VIRGATUM 'NORTHWIND'NORTHWIND SWITCH GRASS #1 POT SPACE 2`-0" O.C.24" o.c. SC-M 61 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA'BLUE HEAVEN LITTLE BLUESTEM #1 POT SPACE 2`-0" O.C.24" o.c. PERENNIALSAT-S 28 ALLIUM TANGUTICUM 'SUMMER BEAUTY'SUMMER BEAUTY GLOBE LILY #1 POT SPACE 1`-6" O.C.18" o.c. GROUND COVERSTB12,888 SF TURF SOD BLUEGRASSKENTUCKY BLUEGRASS SOD PLANT SCHEDULE SHEET NUMBER ISSUE/REVISION HISTORY CHECKED BY DRAWN BY DATE PROJECTNUMBER NUMBER DATE OF SHEETS© 2024 CRW architecture + design group No. ISSUED FOR DATE Autodesk Docs://Lotus Pointe/25-002 - Lotus Pointe (R24).rvt3/21/2025 3:12:57 PM05/28/2025 CRYSTAL MINNESOTALOTUS POINTE25-002 5/28/2025 Jes NO. REVISIONS DATE Jes 75 - 90% CDs 04/15/25 I hereby certify that this plan,specification, or report wasprepared by me or under mydirect supervision and that I am a duly Licensed Architect under the laws of the state ofMinnesota. 26970 1 100% CDs 04/21/252 100% CDs RESUBMITTAL 05/28/253 L1.10 LANDSCAPE PLAN NORTH 0 SCALE: 1"=20' 20' 40'60' SEE LANDSCAPE NOTES, SHEET L0.00 PARKING LOT LANDSCAPING 10,900 SQ FT PARKING LOT 1,200 SQ FT PARKING LOT LANDSCAPING 11% 127-132 Units 44 SSttoorryy AAppaarrttmmeenntt Garage Entrance Secondary Entrance Main Entrance Patio Plaza Below kaas wilson architects SStteevveenn SSccootttt --CCrryyssttaall AAppaarrttmmeennttssSITE PLAN 2.0 03/12/20 1" = 50'-0"1 SD Site Plan PPAARRKKIINNGG Level Type Count Level -1 131 Level 1 16 147 Gross Building SF LLeevveell --11:: 49,000 SF LLeevveellss 11--44:: 33,400 SF TToottaall:: 118822,,660000 SSFF Roof TopDeck Page 1 of 1 __________________________________________________________________________ FROM: John Sutter, Community Development Director DATE: November 12, 2020 TO: Anne Norris, Executive Director (for November 17 EDA meeting) SUBJECT: Potential redevelopment concept for 63xx-64xx 56th Ave. N. (Bass Lake Road) Ron Clark Construction (RCC) has developed several multifamily residential projects across the metro area, including Compass Pointe at 62nd and West Broadway in New Hope, and is in the process of developing others including Shady Oak Crossings in Minnetonka and The Morrison in downtown Rosemount. At the Sep. 1 work session, the EDA learned that RCC is exploring redevelopment of the strip of buildings on the north side of Bass Lake Road (63xx-64xx 56th Ave. N.) Since then, RCC has prepared a preliminary concept plan for a 4-story, 127-132 unit market- rate apartment building on the site, roughly similar to The Morrison being developed in downtown Rosemount. RCC is also working on a preliminary financial proforma and staff intends to have information about the potential development scenario at the Nov. 17 work session. The concept plan is attached. Staff requests EDA discussion so we may provide feedback to the developer about this potential project. EDA STAFF REPORT Potential Redevelopment 63xx-64xx 56th *BASS LAKE ROAD STRIP - FOUR DIFFERENT OWNERS BUS-STOP RELOCATION; NO HAWK SIGNAL BUT SOMETHING OVERHEAD REDEVELOPMENT OPPORTUNITY BLUE LINE OVERPASS LOTUS POINTE APARTMENTS - TO BREAK GROUND SPRING 2026 EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT POTENTIAL DEVELOPMENT SITE 63XX/64XX BASS LAKE POTENTIAL DEVELOPERS PLAN FOR EAST BLOCK 63XX/64XX BASS LAKE LOTUS POINTE APARTMENTS SITE PLAN POTENTIAL DEVELOPMENT SITE 6200 56TH POTENTIAL DEVELOPMENT SITE 6600 WEST BLOCK POTENTIAL DEVELOPMENT SITE 5630 LAKELAND 3 3 4 4 1 1 2 2 55 66 7 7 9 9 8 8 10 10 ZONE 2: INVENTORY & ANALYSIS ZONE 3: INVENTORY & ANALYSISExisting conditions and inventory of Zone 2 Existing conditions and inventory of Zone 3 POTENTIAL REDEVELOPMENT SITE POTENTIAL REDEVELOPMENT SITE *SHOULD THE TOWN CENTER BASE DISTRICT EXTEND TO THESE SITES/EVERYTHING EAST OF THE RAIL CORRIDOR? IF REDEVELOPMENT HAPPENS SOUTH OF CARHOP, WHAT SHOULD IT LOOK LIKE? EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT POTENTIAL DEVELOPMENT SITE 6001 56TH 3 3 4 4 1 1 2 2 5 5 6 6 7 7DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0440 41 REDEVELOPMENT OPPORTUNITY REDEVELOPMENT OPPORTUNITY FUTURE ROUNDABOUT NEWLY DEVELOPED 5240 APARTMENT BUILDING EXISTING PLANNED DEVELOPMENT OVERLAY FUTURE ROUNDABOUT CONCEPT PLAN 6 6 7 7 9 9 8 8 3 3 5 5 4 4 1 1 2 2 10 10 ©2022 DJR SITE PLAN 5500 BROADWAY AVENUE 22-090.00 Crystal, MN 06.30.22W B r o a d w a y A v e n u e 55th Ave NSherburne AvenuePool Area Drop 2ɽ Move In Area Visitor Parking Becker Park Target Existing Mall Amenity 671 SF 1BR 676 SF 1BR 676 SF 1BR 677 SF 1BR 676 SF 1BR 676 SF 1BR 683 SF 1BR 681 SF 1BR 681 SF 1BR 681 SF 1BR 681 SF 1BR 670 SF 1BR 2,351 SF FITNESS 566 SF STUDIO 1,063 SF 2BR 587 SF STUDIO 583 SF YOGA 264 SF SAUNA 1,067 SF 2BR 2,871 SF CIRCULATION 667 SF 1BR 587 SF STUDIO 1,012 SF 2BR667 SF 1BR 676 SF 1BR 1,286 SF 1BR+D Redundant Area TRASH Redundant Area RESTROOM Redundant AreaCIRCULATION Redundant Area LOBBY 667 SF1BR 676 SF 1BR 676 SF 1BR 1,155 SF CLUBROOM 676 SF 1BR 54,892 SF PARKING RReennttaabbllee AArreeaa LLeeggeenndd STUDIO 1BR 1BR+D 2BR 2BR+D 3BR 3BR+D BIKE AMENITY CLUBROOM COMMERCIAL FITNESS LOBBY MAINTENCE OFFICE MEP MOVE-IN CIRCULATION RESTROOM SAUNA STORAGE PARKING SUPPORT TOWN HOME Town Home TRASH YOGA 467 SF TRASH 1,949 SF CIRCULATION 2,540 SF AMENITY 759 SF TOWN HOME 759 SF TOWN HOME 759 SF TOWN HOME 759 SF TOWN HOME 758 SF TOWN HOME 866 SF TOWN HOME 866 SF TOWN HOME 866 SF TOWN HOME 866 SF TOWN HOME 878 SF TOWN HOME 205 SF CIRCULATION 84 SF CIRCULATION 759 SF TOWN HOME 843 SF TOWN HOME855 SF TOWN HOME 759 SF TOWN HOME 27,182 SF PARKING866 SF TOWN HOME 2,760 SF AMENITY 1,167 SF CIRCULATION211 SF CIRCULATION 191 SF CIRCULATION 144 SF CIRCULATION Copyright 2021 DJR Architecture, Inc. PLANS CRYSTAL, MN RWD 5440 W BROADWAY 21-138 12/17/21 1" = 80'-0"2 FFLLOOOORR PPLLAANN --LLEEVVEELL 22 1" = 80'-0"1 FFLLOOOORR PPLLAANN --LLEEVVEELL PP11 1" = 80'-0"4 FFLLOOOORR PPLLAANN --LLEEVVEELL 11 TOTAL UNIT COUNT : 138 1ST FLOOR: 14 TOWN HOMES (2 LEVEL) 2ND FLOOR: 28 UNITS 3-5 FLOOR: 32 UNITS PER FLOOR SHOULD THIS WHOLE BLOCK BE MOVED INTO THE TC BASE DISTRICT? 5500 W BROADWAY MULTIFAMILY OPPORTUNITY 5440 W BROADWAY MULTIFAMILY OPPORTUNITY HIGH INTEREST IN SITE - POTENTIAL FOR GREENWAY THROUGH SITE TO BECKER PARK (SIMILAR TO EXCELSIOR & GRAND) EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT DEVELOPERS PLAN FOR 5500 W BROADWAY/ SOUTH PART OF CRYSTAL GALLERY MALL DEVELOPERS PLAN FOR 5440 W BROADWAY 6 6 3 3 5 5 4 4 1 1 2 2 ZONE 4: INVENTORY & ANALYSIS ZONE 5: INVENTORY & ANALYSISExisting conditions and inventory of Zone 4 Existing conditions and inventory of Zone 5 DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0442 43 REDEVELOPMENT OPPORTUNITIES THROUGHOUT SITE EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT 6 6 7 7 3 3 5 5 4 4 1 1 2 2 *HOW DO WE MAKE BROADWAY FEEL MORE URBAN? *CAN WE REDUCE THE LANES AND MAKE BROADWAY FEEL MORE LIKE A MAIN STREET? EXISTING PLANNED DEVELOPMENT OVERLAY TOWN CENTER BASE DISTRICT 3 3 5 5 4 4 1 1 2 2 ZONE 6: INVENTORY & ANALYSIS ZONE 7: INVENTORY & ANALYSISExisting conditions and inventory of Zone 6 Existing conditions and inventory of Zone 7 DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0444 45 CASE STUDIES AND VISIONING PRECEDENTS As part of the October 2025 working session, several regional case studies were presented to help ground visioning discussions in real-world examples. These case studies illustrated how similar communities have re-imagined auto- oriented corridors, shopping centers, and station areas into more walkable, mixed-use districts. Examples included: • Wooddale Station (St. Louis Park): Demonstrating how transit-oriented development, structured parking, and a fine- grain street network can coexist with strong public spaces. • Texa-Tonka Shopping Center (Minnetonka): Illustrating reinvestment in a commercial center through placemaking, outdoor gathering spaces, and incremental change. • Heart of the City (Burnsville): Showing how civic space, mixed-use development, and pedestrian-focused streets can create a recognizable downtown identity. BUSINESS PARK HIGHWAY 7WOODD A L E STATIO N W 36TH ST CEDAR L A K E R E GI O N A L T R AI L HIGHWAY 100LEGEND GENERAL COMMERCIAL GENERAL INDUSTRIAL INDUSTRIAL PARK VERTICAL MIXED USE NEIGHBORHOOD MIXED USE NEIGHBORHOOD 1 NEIGHBORHOOD 2 NEIGHBORHOOD 3 NEIGHBORHOOD 4 OFFICE PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT 1 4 6 6 7 7 8 9 10 11 11 9 8 3 3 5 5 4 12 2 10 CASE STUDY: WOODDALE STATION, ST. LOUIS PARK • West End (St. Louis Park): Showing how a large-format retail and entertainment district can evolve over time into a more urban, mixed-use environment with streets, plazas, and transit access. • Promenade (Wayzata): Highlighting how public realm investment, civic spaces, and walkable streets can support reinvestment and strengthen a community’s identity near downtown and waterfront areas. • Excelsior & Grand (St. Louis Park): Illustrating the reinvention of a suburban commercial area into a walkable district with housing, local retail, public gathering spaces, and strong pedestrian connections. Council members used these precedents during a facilitated visioning exercise to discuss scale, street character, open space design, and redevelopment intensity. The case studies helped establish a shared vocabulary and informed expectations for what could be appropriate in Crystal’s context. DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0446 47 VERTICAL MIXED USE NEIGHBORHOOD COMMERCIAL NEIGHBORHOOD 1 NEIGHBORHOOD 2 NEIGHBORHOOD 3 PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT LEGEND TEXA-TONKA MINNETONKA BLVD TEXAS AVE SCEDAR LAKE REGIONAL TRAILCASE STUDY: HEART OF THE CITY, BURNSVILLECASE STUDY: TEXA-TONKA SHOPPING CENTER, ST. LOUIS PARK E BURNSVILLE PKWY E TRAVELERS TRAIL PILLSBURY AVENICOLLET AVENICOLLET COMMONS PARK SINGLE FAMILY RESIDENTIAL TRANSIT ORIENTED DEVELOPMENT PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT LEGEND 1 1 4 4 3 3 2 2 5 5 DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0448 49 CASE STUDY: PROMENADE, WAYZATACASE STUDY: WEST END, ST. LOUIS PARK INTERSTATE 394 16TH W ST PARKDALE D R HIGHWAY 100PARK PL BLVDUTICA AVE SBUSINESS PARK LEGEND GENERAL INDUSTRIAL NEIGHBORHOOD 1 NEIGHBORHOOD 2 NEIGHBORHOOD 3 NEIGHBORHOOD 4 OFFICE PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT GENERAL COMMERCIAL NEIGHBORHOOD COMMERCIAL 1 1 4 4 6 6 3 3 5 5 22 LAKE S T E LAKE MINNETONKA SUPERIOR BLVD MIXED USE RESIDENTIAL INSTITUTIONAL SINGLE FAMILY RESIDENTIAL DISTRICT SINGLE AND TWO FAMILY RESIDENTIAL DISTRICT AVERAGE DENSITY MULTIPLE RESIDENTIAL DISTRICT OFFICE AND LIMITED COMMERCIAL PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT SHOPPING CENTER BUSINESS DISTRICT MEDIUM DENSITY SINGLE FAMILY LEGEND 1 1 4 4 3 3 2 2 DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0450 51 EXCELSI O R B L V D GRAND WAYMO N T E R Y D R PARK CO M M O N S D R LEGEND GENERAL COMMERCIAL VERTICAL MIXED USE NEIGHBORHOOD COMMERCIAL NEIGHBORHOOD 1 NEIGHBORHOOD 2 NEIGHBORHOOD 3 NEIGHBORHOOD 4 OFFICE PARKS AND OPEN SPACE PLANNED UNIT DEVELOPMENT 1 1 4 4 3 3 5 5 2 2 CASE STUDY: EXCELSIOR & GRAND, ST. LOUIS PARK INVENTORY & ANALYSIS SUMMARY Together, the existing conditions analysis with the case studies and visioning precedents highlight a Town Center with strong bones and significant potential. Key assets such as Becker Park, regional access, and future transit investment provide a foundation for change, while challenges related to walkability, public realm quality, and development pattern point to clear areas for improvement. This framework sets the stage for the guiding principles that follow, ensuring that future concepts are grounded in real conditions, community input, and implementation realities. DF/ CRYSTAL TOWN CENTER VISION PLAN CITY COUNCIL WORKSHOP/ 10.23.2025 +Small Ci vi c B uil di n g Large Ci vi c B uil di n g Pocket P a r k Neighb o r h o o d P a r k Playgro u n d Public Pl a z a Parks a n d O p e n S p a c e s Destinati o n P a r k Signatu r e p u bli c s p a c e t h at a n c h o r s t h e neighbo r h o o d. M a y c o nt ai n l a w n s, n at u r al a r e a s, water b o di e s, pl a z a s, p a vili o n s, pl a y g r o u n d s, a n d more. Ca n d r a w i n vi sit o r s f r o m o ut si d e of t h e neighbo r h o o d. Dog Pa r k Speciﬁc pl a c e f o r d o g s t o pl a y o - le a s h a n d b e socializ e d wit h ot h e r p e o pl e a n d d o g s. Commu nit y G a r d e n Space f o r r e si d e nt s wit h o ut l a w n s of t h ei r o w n t o grow pl a nt s. Large O p e n L a w n Flexible o p e n g r e e n s p a c e f o r g at h e ri n g, s p o rt s, kit e Flying, a n d ot h e r u n p r o g r a m m e d a cti viti e s. Stormw at e r P a r k Naturali z e d p a r k g e a r e d t o w a r d s p r ot e cti n g w etl a n d s and/ or p r o c e s si n g st o r m w at e r wit h t r ail s, boardw al k s, a n d e d u c ati o n al el e m e nt s. Outdoo r P e rf o r m a n c e S p a c e Bandsh ell / st a g e wit h t e r r a c e d s e ati n g g e a r e d towards h o sti n g c o n c e rt s, a cti n g, s p e e c h e s, a n d ot h e r perform a n c e s. DF/ CRYS T A L T O W N C E NTE R VISI O N PL A N CITY COU N CI L W O R K S H O P 10.23.202 5 100’ Boulevard 100’ Thoroughfare 100’ Multi-Modal 66’ Commercial 66’ Multi-Modal Scaled Buildings Single Family Home A house intended to be o c c u p i e d b y o n e f a m i l y . S i z e i s based on average of exi s t i n g h o m e s a d j a c e n t t o s i t e . Large Home A larger house intende d t o b e o c c u p i e d b y o n e f a m i l y . Able to be sold for highe r p r i c e s . Duplex/Triplex/Quadp l e x Visually similar to a lar g e s i n g l e - f a m i l y h o m e , b u t divided into up to four s e p a r a t e u n i t s . Rowhomes/Townhome s Mid-density multifamily b u i l d i n g i n w h i c h ﬁ v e three-story homes are b u i l t w i t h s h a r e d w a l l s between them. Medium Apartment Three story apartment b u i l d i n g w i t h s m a l l e n t r y courtyard and 8- 12 uni t s Large Apartment Five story apartment bu i l d i n g w i t h r o o f t o p c o u r t y a r d and 60+ units. Ground l e v e l c a n h o s t r e t a i l o r h o u s i n g . DF/ CRYSTAL TOWN CENTER VI S I O N P L A N CITY COUNCIL WORKSHOP 10.23.2025 TOWN CE N T E R V I S I O N P L A N CREATE Y O U R O W N T O W N C E N T E R V I S I O N : A H A N D S - O N P L A N N I N G E X E R C I S E This is yo u r o p p o r t u n i t y t o s h a p e t h e t o w n c e n t e r o f C r y s t a l - re-imagin i n g t h e T o w n C e n t e r a n d i t s d e v e l o p m e n t t h r o u g h t h e y e a r s 2030, 204 0 , a n d 2 0 5 0 . T h i s k i t a l l o w s y o u t o e x p l o r e w h a t a f u t u r e o f Crystal co u l d l o o k l i k e t h r o u g h h a n d s - o n , c o m m u n i t y d r i v e n d e s i g n . WHAT’S I N T H E K I T ? Block and P a r c e l L a y o u t s Typical Bl o c k L a y o u t : M i n n e a p o l i s Overall To w n C e n t e r V i s i o n P l a n / P r o j e c t U n d e r s t a n d i n g : The Town C e n t e r V i s i o n P l a n a i m s t o b r i n g p o l i c y t o l i f e - c r e a t i n g a g r a p h i c , i l l u s t r a t i v e p l a n t h a t helps city l e a d e r s , d e v e l o p e r s , a n d t h e b r o a d e r c o m m u n i t y v i s u a l i z e p o t e n t i a l c h a n g e o v e r t i m e . The plan w i l l i n c l u d e r e d e v e l o p m e n t a n d p u b l i c r e a l m c o n c e p t s t h a t s h o w w h a t i n c r e m e n t a l transform a t i o n c o u l d l o o k l i k e a t t h r e e k e y p o i n t s i n t i m e : 2030 (stat i o n o p e n i n g ) , 2 0 4 0 , a n d 2050. The plan w i l l a d d r e s s t h e f o l l o w i n g g o a l s a n d o b j e c t i v e s : - E s t a b l i s h a c o m p e l l i n g a n d c o h e s i v e 25-year vi s i o n for the To w n C e n t e r a r e a - E x p l o r e r e d e v e l o p m e n t a n d i n f r a s t r u c t u r e i m p r o v e m e n t o p p o r t u n i t i e s t h a t s u p p o r t t h e C i t y ’ s goals- C r e a t e three-dim e n s i o n a l v i s u a l i z a t i o n s of potenti a l d e v e l o p m e n t a n d p u b l i c r e a l m improvem e n t s- I d e n t i f y implemen t a t i o n s t r a t e g i e s , including p h a s i n g , p o l i c y u p d a t e s , a n d p o t e n t i a l partnershi p s The typical 3 3 0 ’ x 3 3 0 ’ b l o c k a n d p a r c e l l a y o u t f o u n d in downto w n M i n n e a p o l i s . Typical Bloc k : Minneapolis, M N DF/ CRYSTAL T O W N C E N T E R V I S I O N P L A N CITY COUNCIL W O R K S H O P 10.23.2025 05 / CASE STUDIES & VISIONING EXERCISE SHOW US YOUR VISION FOR CRYSTAL’S TOWN CENTER! PROMENADE AT WAYZATAWOODDALE STATION BURNSVILLE HEART OF THE CITY TEXA -TONKA SHOPPING CENTER WEST END EXCELSIOR & GRAND Synthesis of Case Studies DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Inventory & Analysis and Visioning | Chapter 0452 53 0505 GUIDING PRINCIPLES THE GUIDING PRINCIPLES ESTABLISH A FRAMEWORK FOR HOW CRYSTAL’S TOWN CENTER WILL GROW AND EVOLVE OVER TIME.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Guiding Principles | Chapter 0554 55 0505GUIDING PRINCIPLES CHAPTER 05 GUIDING PRINCIPLES OVERVIEW These guiding principles articulate the community’s shared vision for Crystal’s Town Center, balancing growth, identity, and livability through thoughtful design and investment. Developed through extensive community engagement and City leadership input, the principles establish a clear framework to guide future redevelopment, public realm improvements, and policy decisions. Together, they express not only what the Town Center should become, but how it should evolve over time. They emphasize people-centered design, incremental change, and flexibility, ensuring that future decisions align with Crystal’s values while remaining responsive to changing needs and opportunities. 1. CREATE A WALKABLE, GREEN, CONNECTED CORE 2. CELEBRATE COMMUNITY IDENTITY & A SENSE OF PLACE THESE GUIDING PRINCIPLES ARTICULATE THE COMMUNITY’S SHARED VISION FOR CRYSTAL’S TOWN CENTER, BALANCING GROWTH, IDENTITY, AND LIVABILITY THROUGH THOUGHTFUL DESIGN AND INVESTMENT. 3. GROW WITH PURPOSE 4. PRIORITIZE LIVABILITY & MOVING FORWARDDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Guiding Principles | Chapter 0556 57 1. CREATE A WALKABLE, GREEN, CONNECTED CORE a. Walkable + Active Core Prioritize a pedestrian-first environment that encourages walking, biking, and gathering. Streets, trails, and crossings should be safe, comfortable, and inviting for people of all ages, especially along West Broadway, Bass Lake Road, and near Becker Park. b. Green + Connected Integrate landscape, stormwater, and tree canopy improvements that link Becker Park, the Blue Line station area, and nearby neighborhoods. A connected green network should blend recreation, ecology, and mobility. c. A People-Centered West Broadway Re-imagine West Broadway as the Town Center’s main civic spine, a multimodal, green, and walkable “main street” that links Becker Park, local businesses, and future redevelopment. d. Mobility for All Enhance connectivity through safe crossings, lighting, bike trail links, and shared streets. Streets should move people, not just cars, and prioritize safety and accessibility. 2. CELEBRATE COMMUNITY IDENTITY & A SENSE OF PLACE a. Becker Park as a Civic Front Door Frame Becker Park with welcoming, moderately active edges, integrating dining terraces, event space, and family-friendly uses, while maintaining green, open character at its core. b. Celebrate Identity + Arrival Strengthen gateways along Bass Lake Road, Bottineau Boulevard, and the future station area with distinctive public art, signage, and landscape that celebrate Crystal’s identity and signal entry into a unique civic district. Highlight the city’s neighborhoods, cultural diversity, and civic pride through art, design, and storytelling, and create a cohesive visual language that connects parks, streets, and development. Invite partnerships with artists, schools, and local organizations to shape a Town Center that truly reflects Crystal’s spirit and voice. c. Small-Town Feel, Big City Access Preserve Crystal’s approachable, small-town charm while introducing modern amenities, housing, and transit options that reflect its role as a connected, livable inner-ring community.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Guiding Principles | Chapter 0558 59 3. GROWTH WITH PURPOSE a. Focus Redevelopment Energy Where It Catalyzes Change Target investment where it can spur momentum, including the West Broadway corridor, Crystal Shopping Center and Target area, and Becker Park edges, to create visible, early wins that build community confidence. b. Balance Evolution and Stability Encourage incremental redevelopment that evolves naturally over time with clear phasing strategies for 2030, 2040, and 2050. Respect existing investments while welcoming bold, high- quality infill and mixed-use projects that set a new standard for design. c. A Resilient, Adaptable, and Locally Rooted Economic Heart Plan for long-term flexibility at key commercial anchors, including the Crystal Shopping Center, allowing partial redevelopment, adaptive reuse, and infill to evolve with changing markets while maintaining economic vitality. Support local businesses and community-scale retail that reinforce Crystal’s character, and promote reinvestment that enhances the Town Center’s image and tax base. 4. PRIORITIZE LIVABILITY & MOVING FORWARD a. Transit-Oriented and Connected Leverage the future Blue Line Station to create a compact, accessible district where homes, jobs, and services are a short walk or ride away. Strengthen pedestrian and bike links to enhance “last mile” connections across the Town Center and adjacent neighborhoods. b. Housing Choice and Affordability Encourage a range of housing types that serve residents at different stages of life and income levels. Support attainable, high-quality homes that fit Crystal’s character and allow both long- term and new residents to thrive.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Guiding Principles | Chapter 0560 61 TOWN CENTER BASE DISTRICT DOWNTOWN DISTRICT DOWNTOWN EDGE TOWN CENTER PLANNED DEVELOPMENT TOWN CENTER IDENTITY: CREATING A SENSE OF PLACE As Crystal’s Town Center evolves, the community expressed a desire for a clearer and more recognizable identity for the area’s long-term role. The term Downtown District reflects this aspiration, describing a walkable, connected, and community-oriented heart of Crystal. The Downtown District name does not imply immediate or comprehensive redevelopment. Instead, it establishes shared language for how the area functions and feels over time as incremental change occurs, reinforcing a sense of place and civic identity. To align policy language with this vision, the City is updating zoning terminology within the Town Center area. The Town Center Base District transitions to the Downtown District, while the Town Center Planned Development designation transitions to the Downtown Edge. The Downtown District supports the highest levels of walkability, activity, and mixed use, while the Downtown Edge provides a transition in scale and character to surrounding areas.CITY O F CRYS T ALDO W NTOWN D IS TRICTPotential logo of proposed Downtown District DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Guiding Principles | Chapter 0562 63 0606 THE TOWN CENTER VISION A LONG-TERM FRAMEWORK FOR A CONNECTED, WALKABLE, AND MIXED- USE DOWNTOWN DISTRICT.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0664 65 0606 KEY DRIVERS SHAPING THE DOWNTOWN DISTRICT A set of key drivers shapes how Crystal’s Downtown District evolves over time, including Becker Park, major corridors, future transit investment, existing commercial assets, and opportunities for reinvestment. These drivers form the foundation for the vision framework and long-term plan that follow. Together, these drivers influence how the Downtown District evolves over time: • Frame Becker Park and strengthen eyes on the street Development and public spaces orient toward Becker Park, creating active edges, increased visibility, and a stronger sense of safety and connection between the park and the Downtown District. • Transform West Broadway into a people- focused main street Streetscape enhancements include building frontages that engage the street, a more balanced roadway, street trees, lighting, furnishings, and enhanced pedestrian crossings that improve comfort, safety, and identity. • Create new civic and green spaces New and enhanced public spaces support gathering, events, and everyday use, helping establish a recognizable civic heart within the Downtown District. • Support significant reinvestment at the southwest Bass Lake Road and West Broadway intersection This area presents the greatest opportunity for change, with potential for higher density, a mix of uses, smaller block patterns, and a greener, more walkable environment that anchors the Downtown District. • Establish gateway nodes and district identity Gateways at key entrances into the Downtown District, including along Bass Lake Road, reinforce arrival through streetscape enhancements, public art, and landscape, creating a cohesive and recognizable identity. • Strengthen connections to the Blue Line station and future plaza Improved pedestrian routes and a potential promenade along the north side of Becker Park connect the Downtown District to the station area, supporting transit access and reinforcing Becker Park as a central organizing element. THE TOWN CENTER VISION THE TOWN CENTER VISION CHAPTER 06 N Key drivers overview diagram DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0666 67 DOWNTOWN DISTRICT 2050 VISION The 2050 Vision illustrates the full potential of the Town Center. It shows a connected network of streets and public spaces, a mature mix of uses and housing, and flexible redevelopment opportunities as sites evolve. The Town Center functions as both a local gathering place and a regional destination. Note: The 2050 Vision illustrates the full long- term potential of the Downtown District and is not intended to assume the timing or certainty of redevelopment for any specific site. ASSUMPTIONS & LIMITATIONS • 2050 is illustrative • Traffic design is conceptual pending engineering • Phasing is indicative, not funding or schedule commitments • Blue Line timing may evolve N OVERALL PLAN: ZONING The 2050 Vision illustrates the full potential of Crystal’s Downtown District as a connected, walkable, and mixed-use civic core. The plan shows how zoning and land use can support a mature mix of housing, retail, employment, and community uses, while maintaining flexibility for incremental redevelopment over time. Together, these elements allow the Downtown District to function as both a local gathering place and a regional destination. Key elements shown on the plan include: • A defined Downtown District core that supports the highest levels of walkability and activity • Downtown Edge areas that provide transitions in scale and intensity • Flexible redevelopment areas that allow sites to evolve over time • Mixed-use patterns that support daily needs and community life 2050 Vision Zoning Plan DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0668 69 NEIG H B O R H O O D PARK3 OVERALL PLAN: GREEN SPACE AND GREEN CONNECTIONS The 2050 plan emphasizes a strong network of green spaces and connections that link Becker Park, civic spaces, streets, and surrounding neighborhoods. Green infrastructure is integrated throughout the Downtown District to support recreation, comfort, stormwater management, and environmental performance. Key elements shown on the plan include: • Becker Park as the primary green and civic anchor, supported by a pedestrian promenade between Bass Lake Road and Becker Park and an enhanced green connection from Glen Haven Memorial Gardens to Becker Park • New and enhanced civic green spaces within the Downtown District, including a new civic park and a new neighborhood park that support gathering, recreation, and everyday use • A connected system of green corridors and linkages, including green connections linking parks, streets, and development areas and a green spine connecting green spaces along Bass Lake Road and West Broadway • Integrated landscape and stormwater features throughout the district, supporting environmental performance, comfort, and long-term resilience NEW CIV IC P A R K /T O WN GREEN GRE E N S P IN E C O N NECTION1 2 2050 Vision Green Space & Green Connections Plan N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0670 71 OVERALL PLAN: GATEWAYS, DISTRICT IDENTITY, AND PLACEMAKING The 2050 Vision establishes clear gateways and placemaking elements that reinforce arrival into the Downtown District and create a cohesive sense of place. These features help distinguish the Downtown District from surrounding areas and support a recognizable civic identity. Key elements shown on the plan include: • Station area enhancements, including underpass programming and comfort improvements that strengthen the arrival experience • Gateway nodes at key entrances along Bass Lake Road, West Broadway, and other major corridors • District identity features, such as public art, signage, and landscape that reinforce a consistent and recognizable character • Placemaking opportunities at key intersections and civic spaces, including a new civic square, neighborhood park, and festival streets • A cohesive visual language, including district-specific furnishings, that ties together streets, parks, and development RE-I N V E N T T H E CRYSTAL BALL3 DIN IN G S T R E E T FE S T I V A L S T R E ET2 1 2050 Vision Gateways, District Identity, and Placemaking Plan N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0672 73 OVERALL PLAN: STREET FRAMEWORK The street framework illustrates how the Downtown District supports movement while prioritizing safety, comfort, and connectivity. Streets are envisioned as public spaces that balance vehicles, transit, pedestrians, and cyclists while contributing to the overall character and identity of the Downtown District. Key elements shown on the plan include: • West Broadway as the primary civic spine of the Downtown District • Enhanced east–west and north–south connections that improve access and circulation • A finer-grain street network that supports walkability and local access • Streets designed to support both movement and placemaking • An illustrative roundabout on West Broadway to improve operations and support gateway identity • Woonerf or festival street concepts that prioritize pedestrians and support flexible community use PR O P O S E D R O U NDABOUT3 WEST BR O A D W A Y G R E E N S PINE1 2 2050 Vision Street Framework Plan N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0674 75 OVERALL PLAN: PEDESTRIAN FRAMEWORK & SAFE CROSSINGS The pedestrian framework highlights a walkable network that connects housing, retail, parks, transit, and civic spaces throughout the Downtown District, with a strong emphasis on clear and comfortable connections to and from the future Blue Line station. Safe and comfortable crossings are emphasized to reduce barriers and improve everyday access for people of all ages and abilities. Key elements shown on the plan include: • Continuous pedestrian routes throughout the Downtown District • Enhanced crossings along West Broadway and Bass Lake Road • Strong pedestrian connections to Becker Park and civic spaces, including the new Green Spine • Improved access between redevelopment areas and surrounding neighborhoods • A pedestrian bridge over the rail corridor providing a direct connection to the future Blue Line station PEDESTR IA N C R O S SING AT PROP O S E D ROUNDABOUTPEDESTR IA N C R O S S ING AT BASS LAK E/ W B R OADWAYP E D ESTRIAN PROM E N A D E A T B ECKER PARK1 2 2050 Vision Pedestrian Framework & Safe Crossings Plan 3 N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0676 77 OVERALL PLAN: BICYCLE & TRAIL NETWORK The bicycle and trail framework builds on existing facilities to create a connected and intuitive network for people of all ages and abilities. The plan emphasizes safe, comfortable routes that link neighborhoods, parks, transit, and key destinations throughout the Downtown District. Key elements shown on the plan include: • On-street and off-street bicycle connections within the Downtown District, including bicycle facilities along both sides of West Broadway and along one side of the new green spine • A mixed-use trail and pedestrian promenade along the north side of Becker Park, strengthening connections between the park, surrounding development, and the Downtown District • Trail links to Becker Park and regional systems, including the CPKC trail extension • Improved crossings and connections at major corridors, reducing barriers and improving safety and comfort • Re-routed Crystal Lake Regional Trail to better align with the Downtown District street and trail network • Integration of bicycle facilities into streets and public spaces, including a pedestrian bridge over the rail corridor to connect directly to the future Blue Line station MIXED USE T R A IL @ GREEN SPINE3 MIXED USE TRA IL @ W B R O A DWAY CPKC TRAIL E X T E N S IO N A T ROUNDABOUT1 2 2050 Vision Bicycle & Trail Network Plan N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0678 79 OVERALL PLAN: HOUSING Housing is a key component of the 2050 vision, supporting a vibrant and active Downtown District throughout the day and evening. The plan illustrates a range of housing types that allow people to live close to parks, shops, services, and transit. Key elements shown on the plan include: • A mix of housing types and densities within the Downtown District • Housing located near parks, transit, and daily amenities • Opportunities for housing as part of mixed-use development • Transitions in scale near existing neighborhoods • Capacity of approximately 200 townhome units • Capacity of approximately 3,488 multifamily units MULTIFAM IL Y R E S I D E N TIAL DEVELOPM E N T TOWNHOM E D E V E L O PM ENT1 2 2050 Vision Housing Plan N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0680 81 OVERALL PLAN: RETAIL & COMMERCIAL USES Retail and commercial uses in the 2050 Vision support both local needs and regional activity. The plan emphasizes flexible, adaptable commercial patterns that can evolve with changing markets while reinforcing street life and identity. Key elements shown on the plan include: • Active ground-floor retail along key streets and nodes • Festival street/woonerf opportunities adjacent to parks and open space • Opportunities for new local-serving businesses • Commercial uses integrated with housing and civic spaces • Retail core: active ground level uses below housing developments • 524,096 square feet total proposed retail space DINING S T R E E T O P P O RTUNITY ACTIVE GRO U N D F L O O R USES1 2 2050 Vision Retail & Commercial N DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 The Town Center Vision | Chapter 0682 83 0707 PHASED VISION FRAMEWORK A ROADMAP FOR INCREMENTAL CHANGE AND LONG- TERM DISTRICT TRANSFORMATION.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Phased Vision Framework | Chapter 0784 85 0707PHASED VISION FRAMEWORK CHAPTER 07 The Downtown District vision is intended to be achieved incrementally over time. Rather than a single redevelopment moment, the phased vision framework illustrates how strategic public investment, private development, and infrastructure improvements can build momentum and gradually transform the district. The following phases focus first on near- and mid-term opportunities, and then show how these steps contribute to the long-term 2050 vision. 2040 VISION Building the Downtown District Core The 2040 Vision illustrates a more fully realized Downtown District, shaped by a decade of public investment and incremental redevelopment. This phase prioritizes public realm improvements and mixed-use development that strengthen identity, walkability, and daily activity while building on existing assets. Key improvements shown in the 2040 plan focus on establishing the Downtown District structure, improving connections, and reinforcing Becker Park as a civic anchor. Importantly, the 2040 Vision recognizes the continued role of existing anchor retail, including Target, as part of the Downtown District fabric. These uses are shown as integrated into the evolving district through improved street connections, enhanced public realm, and adjacent mixed-use development, rather than assumed to be redeveloped in the near term. This approach reflects market realities and supports a stable, active Downtown District during its period of growth. Key elements shown in the 2040 plan include: • Major public realm improvements along West Broadway and Bass Lake Road, including promenade enhancements that support walkability, comfort, and district identity • A connected and activated Blue Line station area that functions as a gateway into the Downtown District • New mixed-use development with multifamily housing and ground-floor activity that supports daily needs and street life, complementing existing anchor retail • Introduction of townhomes in transition areas to provide housing choice and compatibility with nearby neighborhoods • A new civic park that supports gathering, events, and community life By 2040, these improvements help establish a recognizable Downtown District core, creating momentum and setting a strong foundation for continued reinvestment. PHASED VISION FRAMEWORK 2040 Vision Plan DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Phased Vision Framework | Chapter 0786 87 2030 VISION Near- Term and Foundational The 2030 Vision reflects realistic near-term opportunities that can be achieved within the next several years. This phase focuses on targeted projects that demonstrate progress, test new ideas, and begin to shift how the Downtown District functions without requiring widespread redevelopment. Because this phase occurs in the near term, improvements are limited in scope and strategically focused. Key elements shown in the 2030 plan include: • Redevelopment of the former Walgreens site at the northwest corner of West Broadway and Bass Lake Road as an early catalyst project • A pilot festival street or woonerf along the west side of Becker Park to activate the park edge and test a flexible street concept that could be applied in other areas of the Downtown District • Three multi-family housing developments that introduce new residents and support activity near parks, transit, and services These near-term projects are intended to build confidence, demonstrate the Downtown District vision, and inform future phases through real-world experience. 2030 Vision Plan DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Phased Vision Framework | Chapter 0788 89 BUILDING TOWARD THE 2050 VISION Together, the 2030 and 2040 phases illustrate how incremental change can lead to the full 2050 vision for the Downtown District. Early pilot projects and catalyst sites shown in 2030 test ideas related to street design, park activation, and housing. Lessons learned from these efforts help inform larger investments and more comprehensive public realm improvements shown in the 2040 plan. Over time, these steps create the conditions for a fully connected, walkable, and mixed-use Downtown District as illustrated in the 2050 Vision. Streets, parks, and development evolve together, allowing Crystal to move forward thoughtfully while remaining flexible and responsive to future needs and opportunities. 2030 2040 Together, the phased plans show how Crystal’s Downtown District can evolve from near-term action in 2030, to a more complete district by 2040, and ultimately to the full 2050 vision. 2050DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Phased Vision Framework | Chapter 0790 91 0808 TOWN CENTER DESIGN FRAMEWORK A FLEXIBLE DESIGN FRAMEWORK GUIDING HOW STREETS, PARKS, AND PUBLIC SPACES EVOLVE OVER TIME.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 0892 93 0808TOWN CENTER DESIGN FRAMEWORK CHAPTER 08 The Town Center Design Framework translates the long- term vision and guiding principles into a cohesive, graphic-forward framework for streets, public spaces, and district-defining elements. Rather than prescribing specific development projects, this framework illustrates intended relationships, character, and performance goals that can guide future decisions as opportunities arise. The framework is organized to move from the Downtown District’s primary corridors and connections to its park edges, civic spaces, and gateways, showing how movement, place, and identity work together to shape experience over time. STREET BASED FRAMEWORKS AND CONNECTIONS - RE-IMAGINING WEST BROADWAY West Broadway is the primary organizing corridor of the Downtown District and plays a critical role in shaping its identity, safety, and walkability. The street framework focuses on transforming West Broadway from a vehicle- oriented corridor into a more balanced, people-focused main street while continuing to accommodate necessary traffic movement. Existing West Broadway Conditions Today, West Broadway functions primarily as an auto-oriented arterial. The existing street section includes two travel lanes in each direction, a center turn lane, and a narrow median. Sidewalks are approximately 5.5 feet wide on each side, with minimal buffer between pedestrians and moving traffic. Adjacent land uses are dominated by surface parking lots and lawn areas, with limited street trees, planting, or streetscape amenities. As a result, the walking environment feels exposed and uncomfortable. Despite its wide roadway, existing traffic volumes on West Broadway are relatively modest, with annual average daily traffic counts of approximately 10,000 vehicles per day. This condition presents an opportunity to rebalance the street to better support pedestrian comfort, safety, and district identity. TOWN CENTER DESIGN FRAMEWORK Existing West Broadway Existing West Broadway Street Section DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 0894 95 Proposed West Broadway Street Section The proposed West Broadway section illustrates a more compact and people-centered street design. Travel lanes are reduced and reorganized to calm traffic and improve safety, while space is reallocated to wider sidewalks, street trees, landscaped buffers, and pedestrian amenities. Key features include: • improved pedestrian separation from traffic • enhanced pedestrian crossings • a stronger public realm that supports walking, gathering, and street-facing activity. The proposed section, the option preferred by both the city council working session and community survey, reinforces West Broadway’s role as the Downtown District’s civic spine and supports adjacent mixed-use development and park connections . Proposed West Broadway Street Section Proposed West Broadway Rendering DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 0896 97 Comparable Streets & Precedents The proposed West Broadway configuration is informed by comparable streets in the region that carry similar or higher traffic volumes while providing a significantly stronger public realm. Examples include: • 36th Avenue near Wooddale Station in St Louis Park, which carries approximately 12,000 vehicles per day with fewer travel lanes and a pedestrian-oriented streetscape • Excelsior Boulevard near Excelsior and Grand in St Louis Park, which carries approximately 20,000 vehicles per day with a narrower roadway, planted medians, and strong pedestrian character • Lyndale Avenue in Minneapolis, which carries approximately 19,000 vehicles per day with one travel lane in each direction and a center turn lane that functions as a planted median in some segments These precedents demonstrate that streets with higher traffic volumes than West Broadway can successfully function with narrower roadway profiles while prioritizing safety, walkability, and placemaking. Why this matters for the Downtown District Rebalancing West Broadway supports multiple Downtown District goals. It improves pedestrian comfort and safety, strengthens connections to Becker Park, reinforces district identity, and creates a more attractive environment for investment and daily activity. Importantly, the street framework illustrates a direction rather than a fixed engineering solution. Final design would be refined through future traffic analysis, detailed engineering, and public process. The intent is to show that a more walkable and green West Broadway is both achievable and appropriate given existing conditions and comparable precedents. Comparable Streets & Precedent Studies Comparable Streets & Precedent Studies DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 0898 99 mobility corridor and a linear public space, supporting walkability, identity, and everyday use. The proposed framework features a tree-lined roadway with generous landscaped boulevards that create shade, comfort, and a strong sense of enclosure. A 10-foot sidewalk on one side of the street and a 12-foot multi-use trail on the other support walking and biking while maintaining a calm street environment. Buildings along the Green Spine are envisioned as four to five stories in height, with mixed-use frontages oriented to the street. These buildings help define the corridor, activate the public realm, and provide strong eyes on the street. Overall, the Green Spine improves east-west connectivity, supports green infrastructure, and reinforces the Downtown District as a walkable and connected place. STREET BASED FRAMEWORKS & CONNECTIONS GREEN SPINE FRAMEWORK East-West District Connector The Green Spine is envisioned as a new east– west street that strengthens connections across the Downtown District. It functions as both a Proposed Green Spine Street Section Proposed Green Spine Rendering DRAF T 6.2 Town Center Design Framework | Chapter 08 101City of Crystal | Town Center Vision Plan | February 2026100 Festival Street / Woonerf Along West Side of Becker Park: Pilot Project A festival street/woonerf is proposed along the west side of Becker Park as a near-term pilot project. This location offers a visible and impactful opportunity to activate the park edge and test a flexible street design within the Downtown District. As one of the first public realm projects anticipated by 2030, the pilot woonerf allows the City to evaluate design, operations, and community response before applying similar concepts in other areas. The street prioritizes pedestrians, supports park-related activity, and strengthens the relationship between Becker Park and surrounding uses. Why These Streets Matter Festival streets/woonerfs support a more active, walkable, and adaptable Downtown District. By introducing flexible street types early, Crystal can build momentum, demonstrate the vision in action, and create inviting public spaces that evolve over time. STREET BASED FRAMEWORKS AND CONNECTIONS - FESTIVAL STREET AND WOONERF FRAMEWORK Festival streets and woonerfs are proposed as flexible, people-first streets that prioritize pedestrians while still allowing limited vehicle access. These street types support gathering, events, outdoor dining, and everyday social activity, helping activate the public realm and reinforce the Downtown District’s identity. Key benefits of festival streets and woonerfs include: • slower vehicle speeds • shared use between people and vehicles • flexible programming space • ability to adapt to different seasons and community needs Festival Street of west of West Broadway A festival street is proposed west of West Broadway to create a strong pedestrian connection from Bass Lake Road south into the civic plaza area. This street functions as a key north-south connector, drawing people into the heart of the Downtown District. The street is envisioned to support walking, gathering, and events, with design elements such as flush curbs, special paving, lighting, and landscape that signal pedestrian priority. Adjacent development and civic spaces help activate the street and support year-round use. Proposed Festival Street Section Proposed Festival Street along west side of Becker Park Proposed Festival Street west of West Broadway Rendering DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 08102 103 PARK EDGES AND CIVIC OPEN SPACES Becker Park Edge Framework North Edge of Becker Park Becker Park is the Downtown District’s primary civic and green anchor. The design framework focuses on strengthening the park’s north and west edges so that the park feels more defined, comfortable, and connected to surrounding streets and development, while preserving its open and flexible interior. Existing North Edge Conditions Today, the north edge of Becker Park is largely undefined. The edge is characterized by open lawn with minimal tree canopy and a 12 foot multi-use trail. While the trail provides an important connection, the overall edge lacks enclosure, shade, and a clear sense of arrival or place. The absence of vertical elements, seating, and planting results in a weak relationship between Becker Park and Bass Lake Road. Pedestrians moving along this edge experience limited comfort and little visual or physical separation from the roadway. Proposed North Edge of Becker Park The proposed framework redefines the north edge of Becker Park as a more comfortable, walkable, and park-oriented frontage. A stronger tree canopy is introduced along the park edge to provide shade, seasonal interest, and a sense of enclosure. The existing 12 foot multi-use trail is retained and enhanced as part of a more complete promenade condition. Adjacent to Bass Lake Road, the framework illustrates a parallel parking lane that provides a buffer between traffic and the park. Between the parking lane and the park, a 14 foot promenade creates space for walking, gathering, and viewing into the park. A 7 foot seat wall and planted edge define the park boundary, offering informal seating, visual interest, and a clear transition between the park and the street. Why This Edge Matters Strengthening the north edge of Becker Park improves comfort, safety, and identity along one of the park’s most visible frontages. The proposed configuration creates a clear and welcoming edge that supports daily use, event activity, and connections to the Downtown District. As with other elements of the Town Center Design Framework, this section illustrates intent and character rather than final design. Dimensions and treatments are shown to communicate scale and experience and would be refined through future design and engineering. Existing Becker Park Edge Street Section Proposed Becker Park Edge Rendering Proposed Becker Park Edge Street SectionDRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 08104 105 TOWN CIVIC GREEN The Town Civic Green is envisioned as a new civic plaza that serves as a central gathering space within the Downtown District. It provides a flexible outdoor space for community events, informal gathering, and everyday use, helping establish a recognizable civic heart beyond Becker Park. The framework emphasizes a comfortable, people-focused plaza defined by surrounding streets and buildings. Generous seating, shade, and landscape create a welcoming environment, while flexible open areas support events, markets, and seasonal programming. Four to five-story mixed-use buildings frame the Town Civic Green, providing active edges and strong visual connections between the plaza and the surrounding Downtown District. Together, these elements reinforce the civic role of the space and support daily activity throughout the year. NEIGHBORHOOD PARK A new neighborhood park is proposed on the north side of Bass Lake Road to provide additional green space in an area of the Downtown District that would benefit from more local-serving open space. This park complements Becker Park and the Town Civic Green by offering a smaller-scale, neighborhood-focused amenity. The neighborhood park is envisioned to support passive recreation and everyday use, with flexible green space, seating, and shade. Opportunities for a small playground and other neighborhood- scale amenities are illustrated to serve nearby residents and families. Designed as a comfortable and accessible green space, the neighborhood park strengthens connections across Bass Lake Road, supports nearby housing, and adds to the overall network of parks and public spaces within the Downtown District. Neighborhood Park Rendering Gateway Roundabout Rendering Town Green Rendering Bass Lake Road & West Broadway Intersection Rendering GATEWAYS AND DISTRICT IDENTITY Bass Lake Road and West Broadway Intersection The intersection of Bass Lake Road and West Broadway is a key gateway into the Downtown District. The design framework focuses on improving safety, walkability, and identity while supporting its role as a major crossroads. The framework emphasizes safe and comfortable pedestrian crossings through enhanced crosswalks, shorter crossing distances, and improved visibility. Streetscape improvements such as wider sidewalks, planting, lighting, and seating strengthen the public realm and create space for gathering. A strong public identity element anchors the corner and signals arrival into the Downtown District. Four to five story mixed-use buildings frame the intersection, creating a defined urban edge and providing active frontages and eyes on the street. Gateway Roundabout Framework South Entry to Downtown District A roundabout is proposed at the south end of West Broadway to create a safer and more recognizable entry into the Downtown District. This gateway improvement helps calm traffic, improve operations, and clearly signal arrival into a walkable and people-focused district. The roundabout is envisioned to improve safety by reducing vehicle speeds and simplifying movements while enhancing pedestrian crossings. Landscaped splitter islands and shorter crossing distances improve comfort and visibility for people walking and biking. A central identity feature anchors the roundabout and serves as a welcoming marker for the Downtown District. This feature may include landscape, public art, or a signature design element that reflects Crystal’s character and reinforces district identity at a key gateway.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Town Center Design Framework | Chapter 08106 107 0909 IMPLEMENTATION + NEXT STEPS TRANSLATING THE VISION INTO PRIORITIES, POLICIES, AND NEXT STEPS.DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Implementation + Next Steps | Chapter 09108 109 0909 ROLE OF THE VISION PLAN This Vision Plan serves as a long-term guiding framework rather than a fixed or prescriptive implementation roadmap. It establishes a shared direction for the Downtown District and articulates the desired relationships between land use, streets, public spaces, and development over time. The plan is intended to inform future decisions related to zoning updates, public investment, catalyst projects, and private redevelopment by providing a clear vision for walkability, public space, housing, and district identity. While the plan illustrates potential build-out scenarios and phasing, it does not assign timelines, funding sources, or project responsibilities. Implementation is expected to occur incrementally, with flexibility to respond to changing market conditions, community priorities, and regional initiatives. The Vision Plan defines the “what” and “why” of the Downtown District’s evolution, while allowing the “how” and “when” to adapt over time. ZONING + POLICY DIRECTION The Vision Plan supports updates to zoning and policy to better align regulations with the long- term vision for the Downtown District. These updates are intended to clarify expectations, streamline review processes, and encourage consistent, high-quality development over time. A key recommendation of the plan is the expansion and renaming of the existing Town Center Base District as the Downtown District. This expanded base district reflects the area where walkable, mixed-use development is most strongly encouraged and where a consistent set of standards can support reinvestment, housing, and active ground-floor uses. By expanding the Downtown District base zoning, the City can reduce reliance on overlay districts for most development projects. This approach provides greater predictability for property owners and developers by establishing clear, district-wide standards for building placement, height, use, and public realm relationships. Role of the Overlay and Downtown Edge Overlay districts remain an important tool for unique or complex projects that require customized zoning solutions. However, the Vision Plan recommends limiting the use of overlays to locations where additional flexibility or transition is needed. Under the proposed framework: • The existing Town Center Planned Development Overlay District would be reduced in size and repositioned primarily along the edges of the Downtown District • This overlay would be renamed the Downtown Edge to better reflect its role as a transition area • The Downtown Edge supports compatibility in scale, intensity, and character between the Downtown District core and surrounding neighborhoods Focusing the overlay district at the edges of the Downtown District helps manage transitions while allowing the core of the district to function under a consistent and predictable base zoning framework. IMPLEMENTATION + NEXT STEPS Why This Zoning Approach Matters Expanding the Downtown District base zoning and minimizing reliance on overlays supports several key goals of the Vision Plan: • Streamlined development review through clearer and more consistent zoning standards • Greater predictability for developers, staff, and the community • Improved alignment between zoning regulations and the physical vision shown in the plan • More efficient implementation of mixed- use and housing projects without requiring project-by-project rezoning This zoning approach reinforces the Downtown District as a cohesive place while maintaining flexibility where it is most needed. Downtown District & Downtown Edge ExtentsExisting Town Center Base District & Planned Development Overlay District Extents DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Implementation + Next Steps | Chapter 09110 111 Near Term Catalyst Projects 2030 Focus Near-term catalyst projects are concentrated in areas where early investment can have an immediate impact on public life and signal change within the Downtown District. Key near-term projects include: • Redevelopment of the former Walgreens site at the northwest corner of West Broadway and Bass Lake Road, serving as a highly visible opportunity for mixed-use development that sets a new standard for design, density, and pedestrian orientation • Pilot festival street or woonerf along the west edge of Becker Park, creating an early public realm improvement that activates the park edge, supports events and everyday use, and allows the City to test flexible street design concepts before broader application • Initial multifamily housing development sites, adding residents within walking distance of parks, services, and future transit and supporting activity throughout the day and evening Together, these projects help establish momentum while maintaining flexibility for future phases. Blue Line Station Area Investment The future Blue Line Extension station represents a transformative investment for the Downtown District and a major catalyst for long-term change. Key station-related catalyst elements include: • Creation of a welcoming and comfortable station area environment, including underpass improvements, lighting, public art, and wayfinding • Strong pedestrian and bicycle connections between the station, Becker Park, West Broadway, and surrounding neighborhoods • Development opportunities near the station that support transit-oriented uses, including housing, employment, and neighborhood- serving retail Investment around the station area helps position the Downtown District as a connected and accessible destination within the regional transit network. West Broadway Public Realm and Roadway Improvements Redesign of West Broadway is a central catalyst for achieving the Downtown District vision. Public realm and roadway improvements along this corridor help shift the street from an auto- oriented arterial to a balanced, people-focused main street. Key West Broadway catalyst improvements include: • Streetscape enhancements such as wider sidewalks, street trees, lighting, seating, and improved crossings • Reallocation of roadway space to improve pedestrian comfort and safety while accommodating traffic operations • Improved connections to Becker Park, civic spaces, and redevelopment sites along the corridor These improvements support private reinvestment and reinforce West Broadway’s role as the Downtown District’s primary civic spine. Other Key Redevelopment Opportunities In addition to near-term and corridor-focused catalysts, the Vision Plan identifies several areas with long-term redevelopment potential that can evolve over time as market conditions allow. These opportunities include: • Strategic sites near Becker Park and along West Broadway that can support mixed-use development and active ground-floor uses • Incremental redevelopment and adaptive reuse within larger commercial areas, allowing sites to evolve while maintaining economic activity • Public-private partnerships that align City investment in infrastructure and public space with private development These redevelopment opportunities are not intended to occur simultaneously or as a single project. Instead, they illustrate how coordinated investment over time can reinforce the Downtown District’s identity and function. Role of Catalyst Projects in Implementation Catalyst projects help bridge the gap between vision and implementation by demonstrating the plan’s principles in tangible ways. By focusing on early wins, strategic infrastructure, and visible public realm improvements, the City can create momentum while maintaining flexibility to respond to changing conditions. Using the Zoning Framework Moving Forward The Downtown District and Downtown Edge zoning framework should be used in coordination with the Vision Plan when evaluating future development proposals. Together, they provide a clear foundation for discussions about land use, building form, and public realm relationships. As redevelopment occurs, the City may refine zoning standards and design guidance to respond to new information and community priorities, while maintaining consistency with the overall Downtown District vision. CATALYST PROJECTS Catalyst projects identified in the Vision Plan are intended to demonstrate the vision in action, build momentum, and support incremental reinvestment in the Downtown District. These projects focus on visible, high-impact improvements that can shape perception, improve daily experience, and encourage coordinated public and private investment. Catalyst projects are organized to reflect near-term opportunities, major infrastructure investment, and longer-term redevelopment potential. Proposed West Broadway Rendering Proposed promenade connection to Blue Line Station DRAF T 6.2 City of Crystal | Town Center Vision Plan | February 2026 Implementation + Next Steps | Chapter 09112 113 USING THE PLAN MOVING FORWARD The Vision Plan is intended to be an active reference document that supports ongoing decision- making as opportunities arise. City staff, elected officials, and partners can use the plan to evaluate redevelopment proposals, prioritize public investment, and coordinate infrastructure and public realm improvements. The Vision Plan should be used in concert with other adopted City plans, policies, and regulations, including the Comprehensive Plan, transportation plans, parks and open space plans, and future zoning updates. Together, these documents provide a coordinated framework for land use, mobility, public space, and infrastructure investment within the Downtown District. The plan also supports coordination with regional initiatives, including planning related to the Blue Line Extension station area. By aligning local goals with transit investment and regional connectivity, the Vision Plan helps guide reinvestment in a consistent and transparent manner. As conditions change, the Vision Plan may be revisited and refined to reflect new information, partnerships, and community priorities, while maintaining its core principles and long-term direction. Together, the Vision Plan establishes a clear, flexible framework for guiding reinvestment and growth in Crystal’s Downtown District over time. Immediate Next Steps Following adoption of the Town Center Vision Plan, the following near-term actions can help advance the vision while maintaining flexibility over time: • Use the Vision Plan as a decision-making lens Apply the plan when reviewing redevelopment proposals, public investments, and partnership opportunities within the Downtown District. • Advance zoning updates for the Downtown District Initiate updates to the Town Center Base District and overlay areas to reflect the Downtown District and Downtown Edge framework, clarifying expectations and streamlining review. • Coordinate with Blue Line Extension planning Continue coordination with regional partners to align station area design, access, and public realm improvements with the Downtown District vision. • Pursue early public-realm pilot projects Explore near-term opportunities such as the Becker Park edge woonerf or festival street pilot to demonstrate the vision and test flexible design concepts. • Prioritize West Broadway public-realm improvements Begin evaluating phased streetscape and safety improvements along West Broadway to support walkability, identity, and reinvestment in collaboration with Hennepin County. • Revisit and refine over time Periodically revisit the Vision Plan as conditions change, using it as a living framework that can evolve with new information, partnerships, and community priorities.DRAF T 6.2 AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL • REGULAR MEETING • TUESDAY, FEBRUARY 17, 2026 IMMEDIATELY FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING CRYSTAL CITY HALL COUNCIL CHAMBERS 1. Call to order * 2. Roll call * 3. Consider approval of minutes from the January 6, 2026 annual organizational meeting 4. Consider a resolution approving a redevelopment plan modification for Tax Increment Financing District #6 (Wells Fargo) 5. Consider a resolution approving an interfund loan for Tax Increment Financing District #6 (Wells Fargo) 6. Consider an Assignment, Assumption, Modification and Release Agreement regarding the Declaration of Restrictive Covenants for The Cavanagh, 5401 51st Ave. N. 7. Presentation of the 2025 Annual Report 8. Discussion regarding the 2026 Work Plan * 9. Preview of upcoming EDA items * 10. Property status update * 11. Other business * 12. Adjournment * *Items for which no materials are included in the packet Page 1 of 3 Minutes of the Economic Development Authority of the City of Crystal Annual Organizational Meeting Council Chambers 4141 Douglas Dr. N. January 6, 2026 1. Call to Order President Eidbo called the meeting of the Economic Development Authority of the City of Crystal (EDA) to order at 7:36 p.m. 2. Roll Call Upon call of the roll, the following Commissioners were present: John Budziszewski, David Cummings, Julie Deshler, Forest Eidbo (attending remotely via Zoom), Traci Kamish, Therese Kiser and Taji Onesirosan. The following staff were present: Executive Director Adam Bell, Deputy Executive Director John Sutter, and City Attorney Rachel Tierney. 3. Election of officers for 2025 The Commissioners considered election of officers for 2026. Staff presented the Mayor’s recommended slate and described the process for any board member to nominate an alternate slate. EDA action: Moved by Commissioner Budziszewski (Kiser) to approve the Mayor’s recommended slate of officers for 2026: President David Cummings, Vice President Traci Kamish, Secretary Therese Kiser, and Treasurer Taji Onesirosan. Motion carried by roll call vote, with Commissioners Kamish, Kiser, Onesirosan, Budziszewski, Cummings, Deshler and Eidbo voting aye, and no Commissioners voting nay. Control of the meeting passed to President Cummings. 4. Approval of Minutes EDA action: Moved by Commissioner Deshler (Kiser) to approve the minutes from the December 2, 2025 regular meeting. Motion carried by roll call vote, with Commissioners Kiser, Page 2 of 3 Onesirosan, Budziszewski, Cummings, Deshler, Eidbo and Kamish voting aye, and no Commissioners voting nay. 5. Preview of upcoming EDA items Staff informed the EDA that staff has received the tax increment financing application from Yellow Tree Development for the Wells Fargo site at 7000 56th Ave. N., and that preliminary findings are that the site is blighted which would make it eligible for a redevelopment TIF district. The EDA will consider the TIF district on February 17 followed by the City Council on March 17. Also on February 17, the EDA will receive the 2025 annual report and discuss the 2026 work plan. 7. Property Status Update Staff answered questions about the asbestos abatement and demolition of the Wells Fargo building, the for-sale townhomes on a former EDA site at 3401-3415 Douglas Dr. N. and Cities Auto at 5630 Lakeland Ave. N. 8. Other Business There was no other business. 9. Adjournment Moved by Commissioner Budziszewski (Kiser) to adjourn the meeting. Motion carried by roll call vote, with Commissioners Onesirosan, Budziszewski, Cummings, Deshler, Eidbo, Kamish and Kiser voting aye, and no Commissioners voting nay. The meeting adjourned at 7:49 p.m. Page 3 of 3 These minutes of the December 2, 2025 meeting of the Crystal Economic Development Authority were approved by the Authority on ________________ ___, 2026. ______________________________ _____________________, President ATTEST: ______________________________ _____________________, Secretary Page 1 of 2 EDA STAFF REPORT DATE: February 12, 2026 FROM: John Sutter, Community Development Director TO: EDA Board of Commissioners Executive Director Adam R. Bell RE: Consider a resolution approving a redevelopment plan modification for Tax Increment Financing District #6 (Wells Fargo) A. BACKGROUND Yellow Tree Development is proposing to purchase and demolish the vacant Wells Fargo building at 7000 56th Ave. N. In its place, they would construct a 5 story, 178 unit market rate apartment building. Yellow Tree has applied for development assistance in the form of a Tax Increment Redevelopment District to make the project feasible. The property meets the statutory requirements for creation of a redevelopment district. B. PROPOSED TIF DISTRICT NO. 6 (WELLS FARGO) Ehlers, the city’s public finance consultant, has prepared the attached TIF plan which would establish a new TIF District No. 6. on the Wells Fargo site. The city’s previous five TIF districts have either expired or been decertified. The following fiscal changes on the property are anticipated as a result of the development: • Estimated market value of the property would increase by $38,924,000 (from $1,126,000 to $40,050,000). • Tax capacity of the property would increase by $478,855 (from $21,770* to $500,625). • Annual local property taxes paid by the property would increase by $666,499 (from $30,301* to $696,800). *Based on the current Commercial classification. Page 2 of 2 The TIF plan budget is for the 26 year maximum life of the district, and is not indicative of the proposed assistance to Yellow Tree (10 years of net increment): • The estimated present value of the net tax increment over the 26 year maximum life of the district is $13,877,982. • The estimated present value of the assistance to be provided to Yellow Tree is $3,677,068. The assistance would be in the form of a pay-as-you-go TIF Note, similar to what was done for The Cavanagh. A TIF assistance agreement will be prepared for EDA consideration at a subsequent meeting. • The TIF plan also includes public improvements in the surrounding area necessary to serve the development, such as pedestrian-scale lighting, sidewalk improvements, and ADA upgrades at intersections. If subsequently authorized by the Council, the city would complete these improvements with an interfund loan from the EDA fund to be paid back by the TIF district. While these costs are not yet known at this time, staff estimates that they would require 1-2 years of TIF in addition to the 10 year TIF Note. • Once the TIF Note and interfund loan are satisfied, the city will have the option of either decertifying the district or continuing to collect increment to use for qualifying affordable housing activities. This approach would be similar to how the city used available increment from the now-expired Lamplighter/Heathers district to fund home improvement grants and development of The Cavanagh. C. ANTICIPATED UPCOMING ACTIONS Mar. 3, 2026 City Council considers second reading and adoption of the revised TC-PD rezoning (final land use approval) Mar. 17, 2026 City Council holds public hearing on the proposed TIF, and considers approval of TIF plan and creation of TIF District No. 6. Apr. 2026 (est.) EDA considers approval of the TIF Assistance Agreement, pay-as-you-go TIF Note, and related items May 2026 (est.) Yellow Tree closes on acquisition of the property June 2026 (est.) Demolition and site clearance July 2026 (est.) Construction start Dec. 2027 (est.) Construction completed D. COUNCIL ACTION REQUESTED Adopt the resolution approving a modification to the redevelopment plan for redevelopment project No. 1 and a tax increment financing plan relating to the establishment of TIF District No. 6 (Wells Fargo). Page 1 of 3 ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ RESOLUTION APPROVING A MODIFICATION TO THE REDEVELOPMENT PLAN FOR REDEVELOPMENT PROJECT NO. 1 AND A TAX INCREMENT FINANCING PLAN RELATING TO THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 6 (WELLS FARGO) BE IT RESOLVED by the Board of Commissioners of the Economic Development Authority of the City of Crystal (“Authority”) as follows: Section 1. Recitals. 1.01 The City and the Economic Development Authority of the City of Crystal, Minnesota (the “Authority”) has previously established Redevelopment Project No. 1 (the “Project”) within the City and have caused to be created a Redevelopment Plan (the “Redevelopment Plan”) therefor, pursuant to Minnesota Statutes, Sections 469.001 through 469.047, as amended, and Minnesota Statutes, Sections 469.090 through 469.1082, as amended. 1.02 The City of Crystal, Minnesota (the “City”) received a proposal to develop two parcels of land, both located at 7000 56th Avenue North, which are to be combined into one parcel, to construct approximately 178 market rate apartments and other necessary public improvements. 1.03 In response to the proposal, the City and the Authority have authorized the preparation of a modification to the Redevelopment Plan for the Project (the “Redevelopment Plan Modification”) and a tax increment financing plan (the “TIF Plan”), prepared by Ehlers and on file with the Authority, for Tax Increment Financing District No. 6 (Wells Fargo) (a redevelopment district) (the “TIF District”), within the Project, pursuant to Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the “TIF Act”), all as described in a plan document presented to the Board of Commissioners of the Authority (the “Board”) on the date hereof. 1.04 Pursuant to Section 469.175, subdivision 2a of the TIF Act, notice of the proposed TIF District was presented to the commissioner of Hennepin County, Minnesota (the “County”) representing the area to be included in the TIF District at least 30 days before the publication of the notice of public hearing Page 2 of 3 1.05 Pursuant to Section 469.175, subdivision 2 of the TIF Act, the proposed Redevelopment Plan Modification and the TIF Plan and the estimates of the fiscal and economic implications of the TIF Plan were presented to the Clerk of the Board of Education of Independent School District No. 281 (Robbinsdale Area Schools) and to the Auditor/Treasurer of the County (the “County Auditor/Treasurer”) at least 30 days before the date of the required public hearing 1.06 The City Council of the City will hold a duly noticed public hearing on March 17, 2026, on the Redevelopment Plan Modification and establishment of the TIF District and is expected to approve the creation of the TIF District and the associated TIF Plan following such public hearing. Section 2. Findings. 2.01 The Authority finds that its objectives of encouraging development and redevelopment within the Project will be advanced by adoption of the Redevelopment Plan Modification and the TIF Plan. 2.02 The Authority finds that the boundaries of the Project are not being expanded and the Redevelopment Plan is not being modified other than to incorporate the establishment of the TIF District therein and therefore the Board reaffirms the findings and determinations originally made in connection with the establishment of the Project area and the adoption of the Redevelopment Plan therefor. 2.03 The Authority finds that the parcels in the District consisting of more than 70% of the area in the district, are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures, and that the buildings located within the district a structurally substandard as defined in the TIF Act. 2.04 The Authority hereby finds that the TIF Plan and the Modification to the Redevelopment Plan will promote the public purposes and accomplish the objectives set forth therein; the Authority makes all the findings in the Modification to the Redevelopment Plan and the TIF Plan and the findings set forth in the Modification to the Redevelopment Plan and the TIF Plan, which are incorporated herein by reference. Section 3. Authority Approval. 3.01. The Authority recommends that the Redevelopment Plan Modification and the TIF Plan be approved by the City following the public hearing. 3.02. Subject to such approval by the City Council, the Redevelopment Plan Modification, the establishment of the TIF District, and the TIF Plan for the TIF District are hereby approved. Page 3 of 3 3.03. Upon approval of the modified Redevelopment Plan and the TIF Play by the City, Authority staff is hereby authorized and directed to file a request for certification of the TIF District with the County Auditor/Treasurer and to file a copy of the TIF Plan with the Minnesota Commissioner of Revenue and the Office of the State Auditor as required by the TIF Act. 3.04. The County Auditor/Treasurer is requested to certify the original net tax capacity of the TIF District, as described in the TIF Plan, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased 3.05. Authority staff, consultants, and legal counsel are authorized to take all actions necessary to implement the TIF Plan and to negotiate, draft, prepare and present to the Board for its consideration all further plans, resolutions, documents, and contracts necessary for this purpose. Approval of the TIF Plan does not constitute approval of any project or a development agreement with any developer. Adopted by the Board of Commissioners of the Economic Development Authority of the City of Crystal, Minnesota this 17th day of February, 2026. ______________________________ David Cummings, President ATTEST: _______________________________ Adam R. Bell, Executive Director DRAFT DRAFT DRAFT DRAFT DRAFT 05-118-21-42-0032 7000 56thAve N Crystal State Bank 05-118-21-42-0067 7000 56thAve N Crystal State Bank DRAFT DRAFT DRAFT Estimated Development Tax Capacity upon completion 789,435 Less: Original Net Tax Capacity (ONTC) 14,075 Less: Fiscal Disparities 0 Estimated Captured Tax Capacity (CTC)775,360 Original Local Tax Rate 139.1860% Pay 2026 Prelim Estimated Annual Tax Increment $1,079,193 Percent Retained by the City 100% DRAFT Tax Increment 21,308,412$ Interest 2,130,841 TOTAL 23,439,253$ DRAFT Land/Building Acquisition 2,300,000$ Site Improvements/Preparation 1,000,000 Affordable Housing 4,687,851 Utilities 500,000 Other Qualifying Improvements 6,088,209 Administrative Costs (up to 10%) 2,130,841 PROJECT COSTS TOTAL 16,706,901$ Interest 6,732,352 PROJECT AND INTEREST COSTS TOTAL 23,439,253$ DRAFT Entity Preliminary Pay 2026 Total NTC CTC upon completion Percent of CTC to Entity Total Hennepin County 2,657,866,502 775,360 0.0292% City of Crystal 28,180,153 775,360 2.7514% ISD 281 (Robbinsdale Area Schools)145,835,012 775,360 0.5317% Entity Preliminary Pay 2026 Extension Rate Percent of Total CTC Potential Taxes Hennepin County 39.1900% 28.16% 775,360 $ 303,864 City of Crystal 67.3080% 48.36% 775,360 521,879 ISD 281 (Robbinsdale Area Schools)25.1500% 18.07% 775,360 195,003 Other 7.5380% 5.42% 775,360 58,447 139.1860% 100.00% $1,079,193 DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DistrictType:Redevelopment District Name/Number: County District #:Exempt Class Rate (Exempt)0.00% First Year Construction or Inflation on Value 2026 Commercial Industrial Preferred Class Rate (C/I Pref.) Existing District - Specify No. Years Remaining First $150,000 1.50% Inflation Rate - Every Year:2.00%Over $150,000 2.00% Interest Rate:3.00%Commercial Industrial Class Rate (C/I)2.00% Present Value Date:1-Aug-27 Rental Housing Class Rate (Rental)1.25% First Period Ending 1-Feb-28 Affordable Rental Housing Class Rate (Aff. Rental) Tax Year District was Certified:Pay 2026 First $100,000 0.25% Cashflow Assumes First Tax Increment For Development:2028 Over $100,000 0.25% Years of Tax Increment 26 Non-Homestead Residential (Non-H Res. 1 Unit) Assumes Last Year of Tax Increment 2053 First $500,000 1.00% Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25% Incremental or Total Fiscal Disparities Incremental Homestead Residential Class Rate (Hmstd. Res.) Fiscal Disparities Contribution Ratio 34.2841%Pay 2026 Prelim First $500,000 1.00% Fiscal Disparities Metro-Wide Tax Rate 132.6750%Pay 2026 Prelim Over $500,000 1.25% Maximum/Frozen Local Tax Rate: 139.186%Pay 2026 Prelim Agricultural Non-Homestead 1.00% Current Local Tax Rate: (Use lesser of Current or Max.)139.186%Pay 2026 Prelim State-wide Tax Rate (Comm./Ind. only used for total taxes)29.0000%Pay 2026 Prelim Market Value Tax Rate (Used for total taxes)0.20727%Pay 2026 Prelim Building Total Percentage Tax Year Property Current Class After Land Market Market Of Value Used Original Original Tax Original After Conversion Map ID PID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap. 1 05-118-21-42-0032 Crystal State Bank 7000 56thAve N 919,000 171,000 1,090,000 100%1,090,000 Pay 2026 C/I Pref.21,050 Rental 13,625 1 2 05-118-21-42-0067 Crystal State Bank 7000 56thAve N 36,000 0 36,000 100%36,000 Pay 2026 C/I 720 Rental 450 1 955,000 171,000 1,126,000 1,126,000 21,770 14,075 Note: 1. Base values are for pay 2026 based on review of County website on 11-14-25. 2. Located in SD #281, WS #8 Area/ Phase Tax Rates DRAFT Estimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First Year Market Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full Taxes Area/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./Units Value Class Tax Capacity Capacity/Unit 2026 2027 2028 2029 Payable 1 Apartments 225,000 225,000 178 40,050,000 Rental 500,625 2,813 25%75%100%100%2030 TOTAL 40,050,000 500,625 Subtotal Residential 178 40,050,000 500,625 Subtotal Commercial/Ind.0 0 0 Note: 1. Market values are based upon discussions with county assessor on 11-21-25. Total Fiscal Local Local Fiscal State-wide Market Tax Disparities Tax Property Disparities Property Value Total Taxes Per New Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./Unit Apartments 500,625 0 500,625 696,800 0 0 83,012 779,812 4,380.96 TOTAL 500,625 0 500,625 696,800 0 0 83,012 779,812 Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted. Total Property Taxes 779,812 Current Market Value - Est. 1,126,000 less State-wide Taxes 0 New Market Value - Est. 40,050,000 less Fiscal Disp. Adj. 0 Difference 38,924,000 less Market Value Taxes (83,012)Present Value of Tax Increment 13,877,982 less Base Value Taxes (19,590) Difference 25,046,018 Annual Gross TIF 677,209 Value likely to occur without Tax Increment is less than:25,046,018 DRAFT Project Original Fiscal Captured Local Annual Semi-Annual State Admin.Semi-Annual Semi-Annual PERIOD % of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax Payment OTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36%10%Increment Value Yrs.Year Date - - - - 02/01/28 100%125,156 (14,075) - 111,081 139.186%154,610 77,305 (278) (7,703) 69,324 67,290 0.5 2028 08/01/28 100%125,156 (14,075) - 111,081 139.186%154,610 77,305 (278) (7,703) 69,324 133,586 1 2028 02/01/29 100%375,469 (14,075) - 361,394 139.186%503,010 251,505 (905) (25,060) 225,539 346,085 1.5 2029 08/01/29 100%375,469 (14,075) - 361,394 139.186%503,010 251,505 (905) (25,060) 225,539 555,444 2 2029 02/01/30 100%500,625 (14,075) - 486,550 139.186%677,209 338,605 (1,219) (33,739) 303,647 833,143 2.5 2030 08/01/30 100%500,625 (14,075) - 486,550 139.186%677,209 338,605 (1,219) (33,739) 303,647 1,106,737 3 2030 02/01/31 100%510,638 (14,075) - 496,563 139.186%691,145 345,573 (1,244) (34,433) 309,896 1,381,835 3.5 2031 08/01/31 100%510,638 (14,075) - 496,563 139.186%691,145 345,573 (1,244) (34,433) 309,896 1,652,867 4 2031 02/01/32 100%520,850 (14,075) - 506,775 139.186%705,360 352,680 (1,270) (35,141) 316,269 1,925,386 4.5 2032 08/01/32 100%520,850 (14,075) - 506,775 139.186%705,360 352,680 (1,270) (35,141) 316,269 2,193,878 5 2032 02/01/33 100%531,267 (14,075) - 517,192 139.186%719,859 359,930 (1,296) (35,863) 322,770 2,463,839 5.5 2033 08/01/33 100%531,267 (14,075) - 517,192 139.186%719,859 359,930 (1,296) (35,863) 322,770 2,729,811 6 2033 02/01/34 100%541,893 (14,075) - 527,818 139.186%734,648 367,324 (1,322) (36,600) 329,402 2,997,235 6.5 2034 08/01/34 100%541,893 (14,075) - 527,818 139.186%734,648 367,324 (1,322) (36,600) 329,402 3,260,707 7 2034 02/01/35 100%552,730 (14,075) - 538,655 139.186%749,733 374,866 (1,350) (37,352) 336,165 3,525,616 7.5 2035 08/01/35 100%552,730 (14,075) - 538,655 139.186%749,733 374,866 (1,350) (37,352) 336,165 3,786,610 8 2035 02/01/36 100%563,785 (14,075) - 549,710 139.186%765,119 382,560 (1,377) (38,118) 343,064 4,049,024 8.5 2036 08/01/36 100%563,785 (14,075) - 549,710 139.186%765,119 382,560 (1,377) (38,118) 343,064 4,307,559 9 2036 02/01/37 100%575,061 (14,075) - 560,986 139.186%780,814 390,407 (1,405) (38,900) 350,101 4,567,499 9.5 2037 08/01/37 100%575,061 (14,075) - 560,986 139.186%780,814 390,407 (1,405) (38,900) 350,101 4,823,598 10 2037 02/01/38 100%586,562 (14,075) - 572,487 139.186%796,822 398,411 (1,434) (39,698) 357,279 5,081,084 10.5 2038 08/01/38 100%586,562 (14,075) - 572,487 139.186%796,822 398,411 (1,434) (39,698) 357,279 5,334,765 11 2038 02/01/39 100%598,293 (14,075) - 584,218 139.186%813,150 406,575 (1,464) (40,511) 364,600 5,589,819 11.5 2039 08/01/39 100%598,293 (14,075) - 584,218 139.186%813,150 406,575 (1,464) (40,511) 364,600 5,841,104 12 2039 02/01/40 100%610,259 (14,075) - 596,184 139.186%829,805 414,902 (1,494) (41,341) 372,068 6,093,746 12.5 2040 08/01/40 100%610,259 (14,075) - 596,184 139.186%829,805 414,902 (1,494) (41,341) 372,068 6,342,654 13 2040 02/01/41 100%622,464 (14,075) - 608,389 139.186%846,793 423,396 (1,524) (42,187) 379,685 6,592,904 13.5 2041 08/01/41 100%622,464 (14,075) - 608,389 139.186%846,793 423,396 (1,524) (42,187) 379,685 6,839,455 14 2041 02/01/42 100%634,914 (14,075) - 620,839 139.186%864,120 432,060 (1,555) (43,050) 387,454 7,087,334 14.5 2042 08/01/42 100%634,914 (14,075) - 620,839 139.186%864,120 432,060 (1,555) (43,050) 387,454 7,331,550 15 2042 02/01/43 100%647,612 (14,075) - 633,537 139.186%881,795 440,897 (1,587) (43,931) 395,379 7,577,077 15.5 2043 08/01/43 100%647,612 (14,075) - 633,537 139.186%881,795 440,897 (1,587) (43,931) 395,379 7,818,976 16 2043 02/01/44 100%660,564 (14,075) - 646,489 139.186%899,822 449,911 (1,620) (44,829) 403,462 8,062,173 16.5 2044 08/01/44 100%660,564 (14,075) - 646,489 139.186%899,822 449,911 (1,620) (44,829) 403,462 8,301,775 17 2044 02/01/45 100%673,775 (14,075) - 659,700 139.186%918,211 459,105 (1,653) (45,745) 411,707 8,542,661 17.5 2045 08/01/45 100%673,775 (14,075) - 659,700 139.186%918,211 459,105 (1,653) (45,745) 411,707 8,779,987 18 2045 02/01/46 100%687,251 (14,075) - 673,176 139.186%936,967 468,483 (1,687) (46,680) 420,117 9,018,582 18.5 2046 08/01/46 100%687,251 (14,075) - 673,176 139.186%936,967 468,483 (1,687) (46,680) 420,117 9,253,650 19 2046 02/01/47 100%700,996 (14,075) - 686,921 139.186%956,098 478,049 (1,721) (47,633) 428,695 9,489,974 19.5 2047 08/01/47 100%700,996 (14,075) - 686,921 139.186%956,098 478,049 (1,721) (47,633) 428,695 9,722,805 20 2047 02/01/48 100%715,016 (14,075) - 700,941 139.186%975,611 487,806 (1,756) (48,605) 437,445 9,956,877 20.5 2048 08/01/48 100%715,016 (14,075) - 700,941 139.186%975,611 487,806 (1,756) (48,605) 437,445 10,187,489 21 2048 02/01/49 100%729,316 (14,075) - 715,241 139.186%995,515 497,758 (1,792) (49,597) 446,369 10,419,329 21.5 2049 08/01/49 100%729,316 (14,075) - 715,241 139.186%995,515 497,758 (1,792) (49,597) 446,369 10,647,743 22 2049 02/01/50 100%743,902 (14,075) - 729,827 139.186%1,015,818 507,909 (1,828) (50,608) 455,472 10,877,371 22.5 2050 08/01/50 100%743,902 (14,075) - 729,827 139.186%1,015,818 507,909 (1,828) (50,608) 455,472 11,103,605 23 2050 02/01/51 100%758,780 (14,075) - 744,705 139.186%1,036,526 518,263 (1,866) (51,640) 464,757 11,331,039 23.5 2051 08/01/51 100%758,780 (14,075) - 744,705 139.186%1,036,526 518,263 (1,866) (51,640) 464,757 11,555,113 24 2051 02/01/52 100%773,956 (14,075) - 759,881 139.186%1,057,648 528,824 (1,904) (52,692) 474,228 11,780,373 24.5 2052 08/01/52 100%773,956 (14,075) - 759,881 139.186%1,057,648 528,824 (1,904) (52,692) 474,228 12,002,305 25 2052 02/01/53 100%789,435 (14,075) - 775,360 139.186%1,079,193 539,596 (1,943) (53,765) 483,888 12,225,411 25.5 2053 08/01/53 100%789,435 (14,075) - 775,360 139.186%1,079,193 539,596 (1,943) (53,765) 483,888 12,445,220 26 2053 02/01/54 Total 21,385,400 (76,987) (2,130,841) 19,177,571 Present Value From 08/01/2027 Present Value Rate 3.00%13,877,982 (49,961) (1,382,802) 12,445,220 DRAFT DRAFT DRAFT DRAFT Page 1 of 1 EDA STAFF REPORT DATE: February 12, 2026 FROM: John Sutter, Community Development Director TO: EDA Board of Commissioners Executive Director Adam R. Bell RE: Consider a resolution approving an interfund loan for Tax Increment Financing District #6 (Wells Fargo) When approving the creation of a TIF district, it is best practice to authorize an interfund loan for the purpose of the EDA and city to recoup costs for annual reporting and other expenses related to administration of the TIF district, as well as necessary public improvements which may be undertaken by the city. The proposed interfund loan would be for a maximum of $700,000 which should be more than adequate for the proposed administrative and public improvement costs. Because the first increment from TIF District No. 6 will not be collected until 2028, the interfund loan uses the EDA fund (0220) to pay those TIF-eligible costs until sufficient increment is received, at which time the TIF fund will repay the EDA fund, including annual interest at 4%. Please note that the interfund loan is not for any of the developer’s costs. The developer has paid a TIF application fee and provided an escrow to cover EDA consultant and legal fees for preparation of the TIF plan, resolutions, agreements, etc. COUNCIL ACTION REQUESTED Adopt the resolution authorizing internal loan for advance of certain costs in connection with tax increment financing district No. 6 (Wells Fargo). Page 1 of 3 ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ RESOLUTION AUTHORIZING INTERNAL LOAN FOR ADVANCE OF CERTAIN COSTS IN CONNECTION WITH TAX INCREMENT FINANCING DISTRICT NO. 6 (WELLS FARGO) BE IT RESOLVED by the Board of Commissioners of the Economic Development Authority of the City of Crystal (the “Authority”) as follows: Section 1. Background. 1.01. The City of Crystal, Minnesota (the “City”) and the Economic Development Authority of the City of Crystal, Minnesota (the “Authority”) intend to establish Tax Increment Financing District No. 6 (Wells Fargo) (the “TIF District”), a redevelopment district within Redevelopment Project No. 1 in the City, pursuant to Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the “TIF Act”). 1.02. The City and the Authority may incur certain costs related to the TIF District which costs may be financed on a temporary basis from available City or Authority funds. 1.03. Pursuant to Section 469.178, subdivision 7 of the TIF Act, the City and the Authority are authorized to advance or loan money from any fund from which such advances may be legally made in order to finance expenditures that are eligible to be paid with tax increments under the TIF Act. 1.04. The Authority has determined to pay for certain administrative and public improvement costs related to the TIF District (the “Qualified Costs”), which costs may be financed on a temporary basis from City or Authority funds available for such purposes. 1.05. In order to finance the qualified costs, the Authority seeks to transfer certain funds to in an amount of up to $700,000 interfund loan from the EDA Fund (0220) or any available fund of the Authority or other available sources (the “Interfund Loan”) in accordance with the terms hereof. 1.06. The City Council of the City will consider establishment of the TIF District after a duly notice public hearing on March 17, 2026. Page 2 of 3 Section 2. Terms of Interfund Loan. 2.01. The Interfund Loan shall be made in the amount of up to $700,000 from the Authority’s EDA Fund (0220), or any other fund designated by the Authority’s Assistant Treasurer. 2.02. Subject to approval of the creation of the TIF District by the City Council, the Interfund Loan is repayable solely from and to the extent that Available Tax Increment is available. “Available Tax Increment” means, on each Payment Date (as defined herein), all of the tax increment generated in the preceding six (6) months with respect to the property within the TIF District and remitted to the Authority by Hennepin County, Minnesota, all in accordance with the TIF Act. Payments on the Interfund Loan are on parity with any other outstanding or future interfund loans secured in whole or in part with Available Tax Increment. 2.03. Provided that there is Available Tax Increment to repay the Interfund Loan principal and interest (the “Payments”) on the Interfund Loan shall be paid semiannually on February 1 and August 1 (each a “Payment Date”), commencing on the first Payment Date after the advance of the Interfund Loan. Payments shall continue until the earlier of (a) the date the principal and accrued interest of the Interfund Loan is paid in full, or (b) the date of last receipt of tax increment from the TIF District. Payments on the Interfund Loan will be made in the amount and only to the extent of Available Tax Increment. Payments shall be applied first to accrued interest, and then to unpaid principal. 2.04. The Interfund Loan shall bear interest at the Authority’s then current internal rate of return on the principal amount advanced, accruing from the date of each initial expenditure; provided, however that the maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 and Section 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or Section 549.09 are from time to time adjusted. The interest rate shall be 4.0% and will not fluctuate. 2.05. The principal sum and all accrued interest payable under the Interfund Loan is prepayable in whole or in part at any time by the Authority without premium or penalty. No partial prepayment shall affect the amount or timing of any other regular payment otherwise required to be made under any interfund loan. 2.06. The Interfund Loan is evidence of an internal borrowing by the Authority in accordance with Section 469.178, subdivision 7 of the TIF Act, and is a limited obligation payable solely from Available Tax Increment pledged to the payment thereof under this resolution. The Interfund Loan shall not be deemed to constitute a general obligation of the State of Minnesota or any political subdivision thereof, including, without limitation, Hennepin County, Minnesota. Neither the State of Minnesota, nor any political subdivision thereof shall be obligated to pay the principal of or interest on the Interfund Loan or other costs incident hereto except out of Available Tax Increment. The Page 3 of 3 Authority and the City shall have no obligation to pay any principal amount of the Interfund Loan or accrued interest thereon, which may remain unpaid after the final Payment Date. 2.07. The Authority may amend the terms of the Interfund Loan at any time by resolution of the Board of Commissioners. Adopted by the Board of Commissioners of the Economic Development Authority of the City of Crystal, Minnesota this 17th day of February, 2026. ______________________________ David Cummings, President ATTEST: _______________________________ Adam R. Bell, Executive Director MEMORANDUM PAGE 1 OF 1 MEMORANDUM TO: John Sutter, Community Development Director FROM: Benjamin Johnson, Esq. DATE: February 11, 2026 SUBJECT: Assignment and Assumption of Owner Obligations re Cavanagh Senior Apartments The City of Crystal, Minnesota (the “City”) previously issued its (i) Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014A (the “Series 2014A Bonds”), and (ii) Subordinate Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014B (the “Series 2014B Bonds,” and together with the Series 2014A Bonds, the “Series 2014 Bonds”), and loaned the proceeds thereof to Crystal Leased Housing Associates I, LLLP (the “Borrower”) to finance the acquisition, construction and equipping of a 130-unit independent affordable multifamily senior housing development known as “The Cavanagh” located at 5401 51st Avenue North in the City (the “Project”). In connection with the issuance of the Series 2014 Bonds, (i) the City, the Borrower, and U.S. Bank National Association (the “Trustee”) entered into (A) a Regulatory Agreement, dated as of June 1, 2014 (the “Senior Regulatory Agreement”) and (B) a Subordinate Regulatory Agreement, dated as of June 1, 2014 (the “Subordinate Regulatory Agreement,” and together with the Senior Regulatory Agreement, the “Regulatory Agreements”) to provide for certain covenants and restrictions imposed on the Project, and (ii) the Borrower entered into the Declaration of Restrictive Covenants, dated June 10, 2014 (the “Declaration”), consented to by the Economic Development Authority of the City of Crystal (the “EDA”), to provide for certain covenants and restrictions imposed on the Project. The Borrower has provided notice that it intends to sell the Project to LPF Cavanagh Apartments, LLC (the “Purchaser”). The Regulatory Agreements and the Declaration each provide that if there is any transfer of the Project prior to the expiration of certain restrictions, the City and the EDA, respectively, must approve the transfer of obligations of the Borrower under the Regulatory Agreements and the Declaration to a new party and such purchaser (the Purchaser) must assume all duties and obligations of the Borrower under the Regulatory Agreements and the Declaration. The Borrower and the Purchaser have presented the City and the EDA with separate forms of an Assignment, Assumption, Modification and Release Agreement (the “Assumption Agreement”), by and among the Borrower, the Purchaser, and the City or EDA, as applicable, whereby the Borrower assigns its obligations under the Regulatory Agreements and the Declaration to the Purchaser and the Purchaser accepts the same. The resolutions, respectively, on the agenda for the City and EDA meetings that our law firm prepared approve the execution by the appropriate public officials of the appropriate assumption and assignment agreements. We recommend passage of the resolutions and execution of the assignment documents. Page 1 of 2 ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2026 - ___ RESOLUTION APPROVING THE ASSIGNMENT AND ASSUMPTION OF CERTAIN OWNER OBLIGATIONS UNDER THE DECLARATION OF RESTRICTIVE COVENANTS RELATING TO THE CAVANAGH PROJECT WHEREAS, the City of Crystal, Minnesota (the “City”) previously issued its (i) Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014A (the “Series 2014A Bonds”), and (ii) Subordinate Multifamily Housing Revenue Bonds (The Cavanagh Project), Series 2014B (the “Series 2014B Bonds,” and together with the Series 2014A Bonds, the “Series 2014 Bonds”), and loaned the proceeds thereof to Crystal Leased Housing Associates I, LLLP (the “Borrower”) to finance the acquisition, construction and equipping of a 130-unit independent affordable multifamily senior housing development known as “The Cavanagh” located at 5401 51st Avenue North in the City (the “Project”), and WHEREAS, in connection with the issuance of the Series 2014 Bonds, the Borrower entered into the Declaration of Restrictive Covenants, dated June 10, 2014 (the “Declaration”), consented to by the Economic Development Authority of the City of Crystal (the “EDA”), to provide for certain covenants and restrictions imposed on the Project; and WHEREAS, the Borrower intends to sell the Project to LPF Cavanagh Apartments, LLC (the “Purchaser”); and WHEREAS, the Declaration provides that if there is any transfer of the Project prior to the expiration of certain restrictions, the EDA must approve the transfer of obligations of the Borrower under the Declaration to a new party and such purchaser must assume all duties and obligations of the Borrower under the Declaration; and WHEREAS, the Borrower and the Purchaser have presented the EDA with the form of an Assignment, Assumption, Modification and Release Agreement (the “Assumption Agreement”), by and among the Borrower, the Purchaser, and the EDA whereby the Borrower assigns its obligations under the Declaration to the Purchaser and the Purchaser accepts the same. Page 2 of 2 NOW, THEREFORE BE IT RESOLVED BY THE ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL: The EDA hereby agrees to the assignment and assumption of the Declaration from the Borrower to the Purchaser in connection with the sale of the Project. The form of the Assumption Agreement is hereby approved and one or more of the President and Executive Director are authorized to execute and deliver the Assumption Agreement. In the event that either the President or Executive Director is not available to execute the Assumption Agreement, then any other member of the EDA may execute the same in their place. CERTIFICATION I hereby certify that the foregoing resolution is a true and correct copy of the resolution presented to and adopted by the governing body of the EDA at duly authorized meetings, as shown by the minutes of said meetings. Adopted this 17th day of February, 2026. ______________________________ David Cummings, President ATTEST: _______________________________ Adam R. Bell, Executive Director Page 1 (Space above reserved for recording information) DOCUMENT PREPARED BY AND AFTER RECORDING RETURN TO: Hinshaw & Culbertson LLP [ADK] 250 Nicollet Mall, Suite 1150 Minneapolis, MN 55401 Cavanagh Apartments Crystal, Hennepin County, Minnesota Declaration: Document No. A10086235 ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT (Declaration of Restrictive Covenants) THIS ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT (this “Agreement”) is entered into as of __________, 2026 (the “Effective Date”) by and among LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, whose mailing address is 333 W. Wacker Drive, Suite 2300, Chicago, Illinois 60606 ("Purchaser"), CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership, whose mailing address is 2905 Northwest Boulevard, Suite 150, Plymouth, Minnesota 55441 ("Seller"), and the ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL, a body corporate and politic organized and existing under the laws of the State of Minnesota, having an office at 4141 Douglas Drive North, Crystal, Minnesota 55422 ("EDA"). RECITALS A. Seller and the EDA entered into that certain Declaration of Restrictive Covenants dated June 10, 2014, as recorded in the office of the County Recorder, Hennepin County, Minnesota, on June 10, 2014, as Document No. A10086235 (the “Declaration”) in connection with the financing of the development of the multifamily housing facility commonly known as Cavanagh Apartments located at 5401 51st Avenue North, Crystal, Hennepin County, Minnesota 55429, as more particularly described in Exhibit A attached hereto and incorporated herein by reference (the “Project”). Page 2 B. Pursuant to the Purchase Agreement dated November 24, 2025, executed by and between Seller and Purchaser (as may be amended, modified or assigned, the “Purchase Agreement”), Purchaser shall acquire the Project, subject to the Declaration. Seller and Purchaser have requested that the EDA: (i) consent to Purchaser’s acquisition of the Project; (ii) approve Seller’s assignment and Purchaser’s assumption of all obligations of Seller with respect to the Declaration and the Project accruing from and after the Effective Date; and (iii) release Seller from obligations under the Declaration accruing from and after the Effective Date. EDA is willing to grant each of the foregoing requests and consent to assignment to and the assumption of the Declaration by Purchaser as of the Effective Date, strictly upon the terms and conditions set forth herein. NOW THEREFORE, in consideration of the consent of the EDA to permit the transfer of the Project to Purchaser and in order to comply with Declaration’s requirements, and the National Housing Act and the regulations adopted pursuant thereto (the "Regulations"), as of the Effective Date the parties hereto agree as follows: 1. Definitions. Capitalized terms used, but not otherwise defined, in this Agreement shall have the meanings ascribed to them in the Declaration. 2. Assignment and Assumption. As of the Effective Date, Seller hereby assigns to Purchaser all of Seller’s obligation, right, title and interest in, under and to the Declaration and Purchaser hereby assumes and agrees to be bound by, and to pay and perform all covenants, representations, warranties, and other obligations of Seller pursuant to and under the Declaration accruing from and after the Effective Date (collectively, the “Obligations”). Purchaser agrees that the Declaration is in full force and effect as of the Effective Date and, with respect only to those Obligations accruing from and after the Effective Date, shall be enforceable against Purchaser. 3. Modification of Declaration. As of the Effective Date, the Declaration is amended and modified as follows: (a) All references to “Borrower,” “grantor,” or “owner” in the Declaration shall be amended to “LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, whose mailing address is 333 W. Wacker Drive, Suite 2300, Chicago, Illinois 60606” and any notices delivered to “Borrower,” “grantor,” “mortgagor,” or “owner” in connection with the Declaration shall be delivered in accordance therewith. (b) “Declaration” as defined in the Declaration shall expressly include this Agreement. 4. Consent to Assignment and Assumption and Release by the EDA. (a) In reliance upon the representations, warranties, covenants, and agreements set forth herein, the EDA hereby consents to (i) Purchaser’s acquisition of the Project; and (ii) Seller’s assignment of the Declaration and Purchaser’s assumption of the Obligations. Nothing herein shall be construed or interpreted as: (i) the EDA’s consent to any subsequent sale, transfer, or encumbrance of all or any portion of the Project, and any such subsequent sale, transfer, or encumbrance shall be governed by the provisions of the Declaration; or (ii) a release of Seller’s Page 3 (or any manager or managing member of Seller) liabilities and obligations under the Declaration except as set forth in Section 4(b), below. (b) As of the Effective Date, the EDA hereby releases (i) Seller and any of its respective guarantors or indemnitors from any liability for the performance and/or satisfaction of any obligations or payment of any amounts otherwise due under the Declaration from and after the Effective Date, and (ii) any guarantors or indemnitors under the Declaration for any obligations and liabilities arising from matters accruing from or after the Effective Date; provided, however, that Seller and any of its respective guarantors or indemnitors shall remain liable for the following matters to the extent related to any period prior to the Effective Date: (i) for funds or property of the Project coming into its hands which, by the provisions of the Declaration, it is not entitled to retain; (ii) for authorizing the conveyance, assignment, transfer, pledge, encumbrance, or other disposition of the Project or any interest therein in violation of the Declaration without the prior written approval of the EDA ; and (iii) for its own acts and deeds, or acts and deeds of others which it has authorized, in violation of the provisions of the Declaration. 5. Representations, Warranties, and Additional Covenants of Seller. Seller represents, warrants and covenants to the EDA that, as of the Effective Date: (i) the Declaration is in full force and effect; (ii) there is no Event of Default, or an event which, with the giving of notice or lapse of time, or both, would constitute an Event of Default under the Declaration; (iii) the Project is operating in compliance with the terms and conditions contained in the Declaration; (iv) there are no setoffs, defenses, or counterclaims on the part of Seller to the payment or performance of the obligations under the Declaration; (v) to Seller’s knowledge, the EDA has performed all of its obligations under the Declaration; and (vi) Seller’s representations and warranties contained in the Declaration are true and complete. 6. Representations and Warranties of Purchaser. As an inducement for the EDA to grant the consent herein provided, Purchaser represents and warrants to the EDA that, as of the Effective Date: (i) Purchaser is a limited liability company duly formed, validly existing, and in good standing under the laws of the State of Delaware and Purchaser’s execution and delivery of this Agreement has been duly authorized by all necessary company action; (ii) Purchaser’s execution and delivery of this Agreement does not constitute a violation by Purchaser of any agreement, law, statute, decree, or decision which is binding on Purchaser; and (iii) all information regarding Purchaser heretofore provided and hereafter to be provided to the EDA is and will be true and complete in all material respects as of their respective dates. Purchaser acknowledges that the falsity or inaccuracy of any of the foregoing representations and warranties in any material respect may constitute an “Event of Default” pursuant to the Declaration. 7. Qualified Project Period. The Qualified Project Period commenced on December 31, 2015 which is the close of the first year of the “credit period” for the Minimum Improvements and expires on December 31, 2035 which is the date which is 30 years thereafter. Page 4 8. Rights of the EDA. Nothing in this Agreement shall waive, compromise, impair nor prejudice any right the EDA, or its successors or assigns, may have to seek judicial recourse against Seller for any breach of the Declaration that may have occurred prior to the Effective Date or against Purchaser for any breach of the Declaration that may occur on or subsequent to the Effective Date. 9. Successors and Assigns. All of the terms, covenants, conditions and agreements hereof shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators, successors and assigns 10. Governing Law. The validity, interpretation, enforcement, and effect of this Agreement shall be governed by, and construed in accordance with, the laws of the State of Minnesota. 11. Counterparts. This Agreement may be executed in any number of counterparts as may be convenient or required, each of which shall be an original with the same force and effect as if the signatures thereto and hereto were upon the same instrument. [Signature Pages to Follow] Page S-1 Cavanagh Apartments Crystal, Hennepin County, Minnesota IN WITNESS WHEREOF, the parties have caused this ASSIGNMENT, ASSUMPTION, MODIFICATION AND RELEASE AGREEMENT to be executed and delivered as of the date first written above. SELLER: CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership By: Crystal Leased Housing Associates I, LLC, a Minnesota limited liability company Its: General Partner By: ________________________________ Name: Timothy S. Allen Its: Secretary and Authorized Signatory ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared Timothy S. Allen, the Secretary and Authorized Signatory of Crystal Leased Housing Associates I, LLC, a Minnesota limited liability company, the General Partner of CRYSTAL LEASED HOUSING ASSOCIATES I, LLLP, a Minnesota limited liability limited partnership, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ Page S-2 Cavanagh Apartments Crystal, Hennepin County, Minnesota PURCHASER: LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company By: _________________________ Patrick Pelling Its: Vice President ACKNOWLEDGMENT STATE OF ___________ ) ) ss. COUNTY OF _________ ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared Patrick Pelling, the Vice President of LPF CAVANAGH APARTMENTS, LLC, a Delaware limited liability company, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ Page S-3 Cavanagh Apartments Crystal, Hennepin County, Minnesota CITY: ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL, a body corporate and politic organized and existing under the laws of the State of Minnesota By: _________________________ Name: _______________________ Its: _______________________ By: _________________________ Name: _______________________ Its: _______________________ ACKNOWLEDGMENT STATE OF MINNESOTA ) ) ss. COUNTY OF OLMSTED ) On this _____ day of ____________, 2026, before me, the undersigned, personally appeared ___________________, the _______________________, and ___________________, the _______________________, respectively, of the ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL, a body corporate and politic organized and existing under the laws of the State of Minnesota, personally known to me (or proved to me on the basis of satisfactory evidence) to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the entity upon behalf of which the individual acted, executed the instrument. _________________________________ Notary Public Print Name: _______________________ My Commission Expires: ____________ Page A-1 EXHIBIT A LEGAL DESCRIPTION Lot 1, Block 1, Cavanagh Park Addition. Hennepin County, Minnesota Abstract Property Economic Development Authority 2025 Annual Report February 17, 2026John Sutter Community Development Director (763) 531-1130 john.sutter@crystalmn.gov www.crystalmn.gov Home Improvement Grants 86 grants in 2025 85 in 2024 $2,627 average grant in 2025 $3,094 in 2024 $13,135 average project in 2025 $15,470 in 2024 $225,918 spent on grants in 2025 $262,992 in 2024 $50,500 spent on admin in 2025, 18.3% of total expenditures $50,926 in 2024, 16.2% of total exp. $276,418 total expenditures in 2025 $313,918 in 2024 EDA Lot Sales and Redevelopment 2021: •4741 Welcome -lot sold for $100,000 (four-unit building) •3556 Major -lot sold for $25,000 (single family home) 2023: •4824 56th -lot sold for $100,000 (single family home + ADU) •3401-3415 Douglas Dr -lot sold for $200,000 (8 townhomes) 2024: •6110 Lakeland -lot sold for $112,500 (single family home + ADU) Construction on EDA lots completed in 2025 4741 Welcome Four-unit building Lot sold in October 2021 Construction started in June 2023 Construction completed in December 2025 6110 Lakeland House with Accessory Dwelling Unit Lot sold and construction started in November 2024 Construction completed in November 2025 Town Center Vision Plan 25 year vision for incremental redevelopment and infrastructure improvements in the Town Center area (Downtown Crystal) Existing uses may remain, but if they become ripe for redevelopment, this plan shows what that should look like Planning process included City Council work sessions and public input surveys Other Activities Cabinet Wraps Flower boxes and mulch beds Business support and other services 2025 Financial Summary Revenue $427,010 Budgeted $553,747 Actual $126,737 Difference Primary reasons for difference: County funds for clean-up of 3401 Douglas Investment income from the fund balance was $115,426 vs. $22,000 budgeted Expenditures $424,324 Budgeted $437,392 Actual $13,068 Difference Primary reason for difference: Expenditures for clean-up of 3401 Douglas (offset by county funds) Operating Surplus $116,355 Will increase the EDA fund balance which was $2,388,526 at the end of 2024