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HomeMy WebLinkAboutItem 05b - Kueber Coffee Minnesota LLC CUPCity of Lakeville Community Development Memorandum To: Planning Commission Heather Botten April 29, 2026 Packet Material for the May 7, 2026 Planning Commission Meeting Kueber Coffee Minnesota, LLC Conditional use permit for a convenience restaurant with a drive-through service window in the M-2, Mixed Use Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor area. May 25, 2026 – 1st 60 days Representatives of Kueber Coffee Minnesota, LLC have applied for conditional use permits for a convenience restaurant with a drive-through service window in the M-2, Mixed Use Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor area. The development is for property located at the southeast corner of 179th Street (CSAH 9) and Cedar Avenue (CSAH 23), identified as Lot 2, Block 1, Marketplace at Cedar. The subject property is zoned M-2, Mixed Use Cedar Corridor District. Section 11-66-7.E of the Zoning Ordinance allows convenience restaurants with a drive-through service window by conditional use permit. Section 11-17-17 of city code states that principal buildings for commercial and industrial uses having less than 2,000 square feet of floor area may only be allowed upon approval of a conditional use permit. The conditional use permit request is to allow a coffee shop to be approximately 898 square feet in size, including a 510 sq ft building and a 388 sq ft cooler and storage area. The site is proposed to have a double drive-through lane and no indoor or outdoor seating on site. The proposed development plans have been reviewed by Community Development and Engineering staff. 2 EXHIBITS A. Location Map B. Zoning Map C. Site Plan D. Grading and Drainage Plan E. Landscape Plan F. Building Elevation Plans G. Colored Renderings of Building The property is located in Planning District No. 5, Cedar Corridor, and is guided for Corridor Mixed Use in the 2040 Comprehensive Land Use Plan. The Corridor Mixed Use Designation allows for development of residential, commercial, public and corridor mixed- uses along the Cedar Avenue The proposed convenience restaurant use is consistent with the land uses envisioned for this district. The property is zoned M-2, Mixed Use Cedar Corridor District. The proposed convenience restaurant with a drive-through is consistent with the uses allowed in a commercial district. North 179th Street and Crossroads Commercial PUD South Vacant – Future Aldi Corridor Mixed M-2, Mixed Use East Vacant – Future Multi-tenant Corridor Mixed M-2, Mixed Use West Vacant – Future Veridian Credit Corridor Mixed M-2, Mixed Use Grading, drainage and erosion control plans have been submitted with the Marketplace at Cedar plat. Engineering and Environmental Resources have reviewed the site, grading, drainage and erosion control, and utility plans. The Engineering Division recommends approval of the CUP with final plans being approved at the time of building permit. 3 CUP SITE PLAN REVIEW Use. Section 11-66-7.E allows convenience restaurants with a drive-through service window subject to approval of a conditional use permit and in accordance with specific performance standards applied to the subject property. Section 11-17-17 of city code states that principal buildings for commercial and industrial uses having less than 2,000 square feet of floor area may only be allowed upon approval of a conditional use permit. The proposed building meets or exceeds the minimum setback requirements of the M- 2 District of: The proposed building is a single-story structure 20-feet in height at the tallest point. A maximum building height of 48 feet or four stories, whichever is less, is allowed in the M- 2 District. The proposed site was approved with one standalone user on Lot 2 with shared parking with Lot 3 to the east. The setback requirements for parking are 10 feet abutting right-of-way and five feet from interior lot lines. Joint or combined parking facilities on separate lots are not required to observe the parking area setback from such common lot line. As mentioned, the parking lot is shared with the multi-tenant lot to the east. The parking requirements are calculated by reviewing the uses on both properties. The parcels require a minimum of 80 parking spaces, subtracting the 10% gross floor area credit and the proposed uses of convenience restaurants and medical office. The maximum number of parking stalls allowed is up to 125% of the minimum parking spaces, without CUP approval. 125% of the minimum parking is 100 spaces. The site plan demonstrates 92 parking spaces, complying with code requirements. Access to the site will primarily be via the private drive to the south which serves the building to the west and this parcel. There is also access from the east through the shared parking lot. Access to 179th Street is not permitted. A trail will be constructed along the south side of 179th Street and a sidewalk will be constructed along the internal private drives within the Marketplace development. 4 Landscaping. The landscape plan provides plantings on the north and south sides of the site. The City Forester reviewed the proposed landscape plan and provided comments. A continuous shrub line must be added along the north property line to ensure that headlights from vehicles within the drive through lanes don’t shine onto 179th Street. Additional trees are required to comply with the landscaping requirements around the off-street parking. The landscape plan must be updated to reflect this change prior to City Council consideration of the CUP. Including the landscape modifications, the landscape plan will be considered approved. Plantings on the site must adhere to the plan and provide an as-built planting plan prior to inspection of the installed landscaping. An escrow for the landscape materials and installation amount will be collected with the building permit. The applicant has provided colored rendering of each building elevation as required by Section 11-66-7.E.2 of the Zoning Ordinance. The proposed building will be constructed of mainly Grade A, brick material. The materials proposed comply with Zoning Ordinance requirements. Drive-Through Window. There are two ordering lanes on the west elevation of the building with the lanes approaching from the east side of the building The access lanes are separated from off- street parking areas and sidewalks and provide 150 feet of stacking on the interior drive-through lane and 190 feet of stacking space on the outer drive-through lane. The Zoning Ordinance allows up to two menu signs with a maximum area of 50 square feet and a maximum height of eight feet per lane. The proposed menu sign must receive sign permit approval prior to installation and shall comply with the requirements outlined in Section 11-66-7.E.8.c of the Zoning Ordinance. . All proposed signs are subject to the allowances established for the M-2 District by Section 11-23-19.D of the Zoning Ordinance. The Zoning Ordinance allows wall signs not to exceed 100 square feet on two wall elevations facing public streets or private through drives. Sign permits are required to be issued prior to the installation of any signs on the building. Signs shown on the plans are illustrative only and no approvals are granted as a part of the CUP request. . Section 11-66-7.E.1 of the Zoning Ordinance limits hours of operation 5:00 A.M. to 11:00 P.M. unless extended by the City Council as part of the conditional use permit request. The trash and recycling enclosure will be located near the entrance of the drive through. The enclosure must comply with code requirements, including a maintenance-free gate. No light source or combination thereof which casts light on a public street shall exceed one foot-candle meter reading as measured at the right of way or property line. The submitted photometric plan complies with code requirements. All lighting shall be accomplished in such a way as to have no direct source of light visible from the public right-of-way. All building mounted lighting must face downward onto the structure. 5 Mechanical Equipment. Any roof-mounted mechanical equipment must be screened if greater than three feet in height. Ground-mounted mechanical equipment must be screened with landscaping and/or fencing. Snow storage may not take place in required parking spaces. Community Development Department staff recommends approval of the conditional use permit for a convenience restaurant with a drive-through service window in the M-2, Mixed Use Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor area, subject to the following stipulations: 1. The site shall be developed according to the plans approved by the City Council. 2. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. 3. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. 4. Plantings on the site must adhere to the landscape plan and an as-built planting plan provided prior to inspection of the installed landscaping. The Developer must provide a security with the building permit to guarantee installation of the landscaping. 5. Snow storage shall not occur within required parking spaces. 6. Prior to City Council consideration, the landscape plan must be updated to comply with the Foresters’ comments, including adding shrubs along the north property line and additional landscaping added around the parking lot. Approval of a conditional use permit requires adoption of findings of fact by the Planning Commission and City Council. Draft findings of fact are attached to this report. DO N O T E N T E R UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW PL PL PL PL PL ST O P ST O P C C C C C C C C C C UE UE UE UE UE UE UE UE UE UE S S S S S S S S S S S COCO CO ST O P PROPOSED BUILDING FF ELEVATION: 1003.50 COOLER / STORAGE 17 9 T H S T W (C . S . A . H N O . 9 P U B L I C R O A D ) S S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST LA N E 1 LA N E 2 PL PL PL PL PL PL PL PL PL PL PL PL UE UE UE PL PL PL PL PL PL PL PL PL PL PL R4.0 0 ' 2 3 3 3 4 5 10 11 6 7 7 8 8 8 8 9 12 17 17 17 17 2 18 4 61.27' 7.89' 5. 0 0 ' 16.66' 6. 4 8 ' 17 . 0 0 ' 16.00' 36 . 6 8 ' 10.00' 17 . 0 0 ' 20 13 10 . 0 0 ' BU I L D I N G SE T B A C K 30.00' BUILDING SETBACK 14 7 18 18 13 13 20 48.18' R14.5 0 ' 2 2 2 2 2 2 2 1 18 63'± 19 35.10' 26 . 2 7 ' 30.00' 25 . 5 0 ' 34.24' 4. 0 0 ' R14 . 5 0 ' R10 . 0 0 ' 10 . 0 0 ' BU I L D I N G SE T B A C K 21 14 ' ± 7. 3 1 ' 27 . 0 0 ' 38 ' ± 6.00' 19 19 1 113 14 22 R3.0 0 ' R3.0 0 ' 16 4 5.00' 9. 7 5 ' 12.84' 18 . 0 0 ' 30.08' 10 . 9 4 ' 55.16' 17 . 8 2 ' 15 109.95' 18 21 5. 0 0 ' 19 20 R2. 0 0 ' R10 . 0 0 ' 13.83' 5. 5 0 ' 27.87' 5. 5 0 ' 6.00' 10.00' BUILDING SETBACK R42 . 5 0 ' 6. 1 6 ' R3. 5 0 ' 158'± 15 R8 . 0 0 ' R5 . 0 0 ' 2.50' 7. 0 0 ' R5.0 0 ' 10. 1 0 ' 6.67' R42.5 0 ' 5.09' PROJECT NUMBER:110.023 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-63514 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2026 Toth and Associates, Inc. 7 B R E W C O F F E E LA K E V I L L E , M N 74 2 8 1 7 9 T H S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 DATE:FEBRUARY 12, 2026 FIRM LICENSE NO.1063075500037 C2.1 HATCH LEGEND: = KEY NOTES: SITE PLAN = = = LANDSCAPE ROCK. PLACE 3" OF 1" - 2" RIVER ROCK OVER COMMERCIAL GRADE WEED FABRIC.= TURF GRASS SOD. INSTALL PER SUPPLIER'S INSTALLATION INSTRUCTIONS.= LANDSCAPE MULCH. SMOOTH SOIL SHALL BE COVERED BY WEED FABRIC AND TOPPED WITH 3 TO 4-INCH LAYER OF SHREDDED HARDWOOD MULCH, MATCH EXISTING COLOR. = 0 H. SCALE: 1" = 10' 105 ASPHALT PAVEMENT PER DETAIL 2.06, SHEET C7.1. CONCRETE SIDEWALK PER SIDEWALK DETAIL 2.02, SHEET C7.1. SPILL CURB PER DETAIL 2.01, SHEET C7.1. CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAIL 2.03 AND 2.05, SHEET C7.1. 2 CONCRETE CURB & GUTTER PER DETAIL 2.01, SHEET C7.1. 3 SIDEWALK PER DETAIL 2.02, SHEET C7.1. 4 EDGE OF CONCRETE SLAB TO BE THICKENED CONCRETE PER STOOP/WALK EDGE DETAIL 2.04, SHEET C7.1. 5 CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAILS 2.03 & 2.05, SHEET C7.1. 6 REMOTE COOLER LOCATION, COOLER TO BE INSTALLED ON 4" THICK CONCRETE PAD WITH THICKENED EDGE PER STRUCTURAL PLANS. 7 8 BUILDING CANOPY OUTLINE. CANOPY COLUMNS LOCATIONS, TYPICAL. CONCRETE PAVEMENT FOR TRASH ENCLOSURE PER CONCRETE PAVEMENT DETAILS 2.03 & 2.05, SHEET C7.1.10 11 TRASH ENCLOSURE AND GATE, PER ARCHITECTURAL PLANS. 6' PIPE BOLLARD, TYPICAL PER DETAIL 2.09, SHEET C7.1.12 13 15 16 17 CONNECT TO EXISTING CURB AND GUTTER. EXISTING CURB AND GUTTER, DO NOT DISTURB. BUILDING SETBACK LINE. 9 BUILDING FOUNDATION WALL AND FOOTING PER STRUCTURAL PLANS. TYPE 4 ADA CURB RAMP PER DETAIL 2.14, SHEET C7.2. =COOLER/STORAGE PAD PER STRUCTURAL PLANS. ACCESSIBLE PATH FROM PARKING TO BUILDING. SIGN, SEE SHEET C6.1. 20 DIMENSION FROM PROPERTY LINE TO NEAREST BUILDING STRUCTURE. 18 19 1 MATCH EXISTING PAVEMENT. STORMWATER NOTES: PRE-PROJECT IMPERVIOUS AREA =0 S.F. PRE-PROJECT PERVIOUS AREA =24,325 S.F. TOTAL =24,325 S.F. POST-PROJECT IMPERVIOUS AREA =20,574 S.F. POST-PROJECT PERVIOUS AREA =3,751 S.F. TOTAL =24,325 S.F. NOTE: CALCULATIONS PROVIDED FOR IMPERVIOUS SURFACE LIMITS ARE THE PROPERTY LINES ON ALL SIDES. QUANTITIES: CURB & GUTTER:1,514 L.F. ASPHALT PAVEMENT:14,684 S.F. 8" CONCRETE PAVEMENT:1,183 S.F. 4" CONCRETE SIDEWALK:997 S.F. COOLER/STORAGE SLAB:382 S.F. TURF GRASS SOD:2,458 S.F. LANDSCAPING ROCK:1,018 S.F. LANDSCAPE MULCH:609 S.F. BUILDING AND LOT DATA: PROJECT FOOTPRINT 24325 S.F. =0.56 ACRES PROPOSED BUILDING (1 STORY) -RETAIL =833 S.F. CONSTRUCTION TYPE: V-B 3' PIPE BOLLARD, TYPICAL PER DETAIL 2.09, SHEET C7.1.21 14 INSTALL CURB TRANSITION, PER DETAIL 2.15, SHEET C7.2. PROPOSED RETAINING WALL, PART OF OVERALL DEVELOPMENT IMPROVEMENTS. NOT PART OF THIS PROJECT.22 PROPOSED USE: RESTAURANT WITH DRIVE THRU. ZONING: ZONING:M-2 PARKING REQUIREMENTS: 1 SPACE PER 50 S.F. GROSS FLOOR AREA = 17 STALLS. PROVIDED = 17 STALLS, 16 STANDARD AND 1 ADA. QUEUING SPACES PROVIDED: LANE 1 = 8 SPACES. LANE 2 = 11 SPACES. 03-19-2026 CITY COMMENTS1 1 03.20.2026 DO N O T E N T E R UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW PL PL PL PL PL ST O P ST O P C C C C C C C C C C UE UE UE UE UE UE UE UE UE UE S S S S S S S S S S S COCO CO ST O P PROPOSED BUILDING FF ELEVATION: 1003.50 COOLER / STORAGE 17 9 T H S T W (C . S . A . H N O . 9 P U B L I C R O A D ) S S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST LA N E 1 LA N E 2 PL PL PL PL PL PL PL PL PL PL PL PL UE UE UE PL PL PL PL PL PL PL PL PL PL PL 997 998 999 1000 1001 998 99 9 10 0 0 10 0 1 10 0 2 10 0 3 10 0 4 10 0 5 10 0 6 10 0 7 10 0 0 10 0 1 10 0 2 10 0 3 10 0 4 -0.7% -1.7 % -1 . 8 % TC 1003.46 TP 1003.46 TC 1003.46 TP 1003.46 RIM 1002.20 RIM 1002.00 TC 1001.00 GT 1000.50 TC 1001.64 GT 1001.14 TC 1001.99 GT 1001.49 TC 1001.72 TP 1001.72 TC 1001.91 GT 1001.41 TC 1001.55 TP 1001.55 TC 1002.33 GT 1001.83 TC 1002.40 GT 1001.90 TC 1001.99 GT 1001.49 TC 1001.85 GT 1001.35 TC 1002.80 GT 1002.30 TC 1002.18 TS 1002.18 TC 1003.02 GT 1002.52 TC 1003.04 GT 1002.54 TC 1003.13 GT 1002.63 TC 1002.73 GT 1002.23 TC 1002.88 GT 1002.38 TC 1003.25 GT 1002.75 TC 1003.31 GT 1002.81 TC 1003.01 GT 1002.51 TC 1003.05 GT 1002.55 TC 1002.50 GT 1002.00 TC 1002.50 GT 1002.00 TC 1002.99 GT 1002.49 TC 1002.07 GT 1001.57 TC 1002.31 GT 1001.81 TC 1003.25 GT 1002.75 TC 1002.92 TS 1002.42 TC 1002.35 TS 1002.35 TC 1002.76 TS 1002.76 TC 1002.68 GT 1002.18 TC 1002.15 TS 1002.15 TC 1002.22 TS 1002.22 TC 1003.15 GT 1002.65 TC 1003.22 GT 1002.72 TC 1003.33 GT 1002.83 TC 1003.23 GT 1002.73 TC 1003.23 GT 1002.73 TS 1003.46 TC 1003.39 TP 1002.97 TC 1003.46 TP 1003.04 TS 1003.33 TC 1003.28 TS 1003.28 TC 1003.46 GT 1002.96 TC 1003.08 GT 1002.58 TC 1003.26 GT 1002.76 TC 1002.70 GT 1002.20 TP 1003.22 TP 1003.22 TS 1003.38 TS 1003.46 TS 1003.46 TS 1003.46 TS 1003.46 TS 1003.46 TS 1003.46 TP 1002.10 TP 1001.96 TP 1002.42 1 1 1 1 1 2 2 33 RIM 1001.35 TC 1001.85 GT 1001.35 TC 1002.86 TS 1002.86 TC 1002.76 TS 1002.26 TC 1002.76 GT 1002.26 TC 1002.70 GT 1002.20 TP 1001.82 TP 1001.63 TC 1002.00 GT 1001.50 TP 1001.87 TP 1001.70 1 1 TC 1003.40 GT 1002.90 TC 1003.17 GT 1002.67 TC 1003.59 GT 1003.09 TS 1003.36 TS 1003.36 TC 1003.31 GT 1002.81 TC 1003.25 TS 1003.25 4 TG 1005.45 TG 1004.40 TG 1003.00 TW 1009.60 TW 1008.90 TW 1008.30 EX TS 1001.26 EX TS 1001.37 EX TS 1001.44 EX TS 1000.50 1001 1002 10 0 2 100 3 1003 1003 100 3 100 4 10 0 5 1003 1003 10 0 3 10 0 2 10 0 2 TC 1003.28 GT 1002.78 TC 1003.32 GT 1002.82 TC 1003.15 GT 1002.65TC 1003.14 GT 1002.64 TC 1003.13 GT 1002.63 TC 1003.33 GT 1002.83 MATCH EXISTING ELEVATION. ABBREVIATIONS BACK OF CURB STANDARD CATCH CURB CENTER LINE CORRUGATED METAL PIPE EDGE OF PAVEMENT FLARED END SECTION FLOW LINE GUTTER INVERT GUY WIRE HIGH DENSITY POLYETHYLENE INVERT LINEAR FEET MOUNTABLE CURB RIGHT-OF-WAY REINFORCED CONCRETE PIPE SPILL CURB TOP OF BASE ROCK TOP OF CURB TOP OF GROUND TOP OF PAVEMENT TOP OF SIDEWALK TOP OF WALL BC CC CL CMP EP FES FL GT GY HDPE INV LF MC R/W RCP SC TB TC TG TP TS TW POLYVINYL CHLORIDE PIPEPVC EXISTING TOP OF PAVEMENTEX TP KEY NOTES: 1 HIGH POINT IN PAVEMENT.2 CENTERLINE OF GRADE BREAK IN PAVEMENT.3 PROJECT NUMBER:110.023 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-63514 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2026 Toth and Associates, Inc. 7 B R E W C O F F E E LA K E V I L L E , M N 74 2 8 1 7 9 T H S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 DATE:FEBRUARY 12, 2026 FIRM LICENSE NO.1063075500037 DIRECTION OF SHEET FLOW 0 H. SCALE: 1" = 10' 105 EXISTING TOP OF SIDEWALKEX TS C3.1 GRADING PLAN EXISTING RETAINING WALL.3 03-19-2026 CITY COMMENTS 1 1 03.20.2026 DO N O T E N T E R UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW PL PL PL PL PL ST O P ST O P C C C C C C C C C C UE UE UE UE UE UE UE UE UE UE S S S S S S S S S S S COCO CO ST O P PROPOSED BUILDING FF ELEVATION: 1003.50 COOLER / STORAGE 17 9 T H S T W (C . S . A . H N O . 9 P U B L I C R O A D ) S S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST LA N E 1 LA N E 2 PL PL PL PL PL PL PL PL PL PL PL PL UE UE UE PL PL PL PL PL PL PL PL PL PL PL 10.00' LANDSCAPE SETBACK 5. 0 0 ' LA N D S C A P E SE T B A C K 1 2 2 5. 0 0 ' LA N D S C A P E SE T B A C K 3 3 3 GENERAL LANDSCAPING NOTES 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITY LINES AND OTHER ABOVE OR BELOW GROUND OBSTRUCTIONS SO THAT PROPER PRECAUTIONS SHALL BE TAKEN NOT TO DISTURB OR DAMAGE SUCH IMPROVEMENTS. REFER TO CIVIL DRAWINGS FOR PROPOSED AND EXISTING UTILITY LOCATIONS. 2. STANDARDS SET FORTH IN "AMERICAN STANDARDS FOR NURSERY STOCK" REPRESENT GENERAL GUIDELINE SPECIFICATIONS ONLY AND WILL CONSTITUTE MIN. QUALITY REQUIREMENTS FOR PLANT MATERIAL. 3. THE ARCHITECT OR OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. 4. ALL TREES SHALL BE CALIPERED AND UNDERSIZED TREES SHALL BE REJECTED. 5. SPECIFIED CALIPER MEASUREMENT FOR TREES SHALL BE MEASURED AT 6" ABOVE THE GRADE. 6. ANY MATERIAL WHICH DIES OR DEFOLIATES PRIOR TO ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED AND REPLACED. 7. CONTRACTOR IS RESPONSIBLE FOR SOIL SAMPLING AND TESTING TO DETERMINE EXACT FERTILIZER REQS. 8. PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE CITY AND LOCAL GOVERNING BODIES. CONFIRM AND INSTALL SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN. 9. BACKFILL TREE AND SHRUB PITS WITH A PREPARED PLANTING MIX AS FOLLOWS U.N.O.: A. 2 PARTS BY VOLUME TOPSOIL. B. 1 PART BY VOLUME BROWN RIVER SAND. C. 1 PART BY VOLUME PEAT MOSS. D. 1 LB. COMMERCIAL FERTILIZER PER C.Y. OF MIX. 10. ALL TREE PITS SHALL RECEIVE A MINIMUM OF 24" OF THE SPECIFIED PLANTING MIX. 11. ALL PLANTINGS SHALL BE MULCHED WITH A 3"-4" LAYER OF SHREDDED HARDWOOD MULCH AFTER INSTALLATION OF PLANT MATERIAL. 12. ALL SHRUB PLANTING MATERIAL SHALL MEASURE A MIN. OF 18" IN HEIGHT AT THE TIME OF PLANTING. 13. THE PLAN IS SUBJECT TO CHANGES BASED ON PLANT SIZE AND MATERIAL AVAILABILITY. ANY DEVIATION TO THE APPROVED FINAL LANDSCAPING PLAN SHALL REQUIRE THE WRITTEN APPROVAL OF THE ARCHITECT PRIOR TO INSTALLATION. 14. KILL AND REMOVE ALL EXISTING WEEDS FROM THE SITE AREA PRIOR TO PLANTING. 15. REFER TO SITE GRADING PLAN FOR FINISH GRADES. 16. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETELY MAINTAINING THE WORK (INCLUDING BUT NOT LIMITED TO: WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF ALL PLANTINGS UNTIL TOTAL ACCEPTANCE OF THE WORK BY THE ARCHITECT AND OWNER. 17. CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR SHALL HAVE OWNER'S REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 18. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 19. REFER TO SITE PLAN FOR GROUND COVERING REQUIREMENTS. 20. SEEDED AREAS SHALL BE REASONABLY SMOOTH AND FREE FROM STONES, ROOTS, OR OTHER DEBRIS. 21. SODDED AREAS SHALL BE INSTALLED PER SUPPLIER'S INSTALLATION INSTRUCTIONS. 22. PERMANENT SEEDING SEASON RUNS FROM MARCH 1ST TO JUNE 1ST AND SEPTEMBER 15TH TO NOVEMBER 1ST. SEEDING AND MULCHING MUST BE DONE WHENEVER WORK IS COMPLETE REGARDLESS OF THE SEASON. WHENEVER SEEDING AND MULCH IS INSTALLED OUTSIDE THE PERMANENT SEEDING SEASON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLANTING AND MULCHING ANY AREAS WHERE GROWTH HAS NOT BECOME ESTABLISHED DURING THE NEXT PERMANENT SEASON. 23. IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT AND OBTAIN THE REVIEW AND APPROVAL FROM THE LOCAL GOVERNMENT AGENCY THAT HAS JURISDICTION OVER THE LANDSCAPE IMPROVEMENTS INCLUDED IN THIS SET OF DRAWINGS. 24. IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT AND OBTAIN THE REVIEW AND APPROVAL FROM THE LOCAL GOVERNMENT AGENCY THAT HAS JURISDICTION OVER THE IRRIGATION IMPROVEMENTS INCLUDED IN THIS SET OF DRAWINGS. HATCH LEGEND C5.1 LANDSCAPE PLAN PROJECT NUMBER:110.023 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-63514 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2026 Toth and Associates, Inc. 7 B R E W C O F F E E LA K E V I L L E , M N 74 2 8 1 7 9 T H S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 DATE:FEBRUARY 12, 2026 FIRM LICENSE NO.1063075500037 =TURF GRASS SOD. INSTALL PER SUPPLIER'S INSTALLATION INSTRUCTIONS. LANDSCAPE ROCK. PLACE 3" OF 1" - 2" RIVER ROCK OVER COMMERCIAL GRADE WEED FABRIC. = 0 H. SCALE: 1" = 10' 105 LANDSCAPE MULCH. SMOOTH SOIL SHALL BE COVERED BY WEED FABRIC AND TOPPED WITH 3 TO 4-INCH LAYER OF SHREDDED HARDWOOD MULCH, MATCH EXISTING COLOR. = 3 INSTALL HEAVY DUTY METAL EDGING (MIN 3/16" THICK) TO SEPARATE LANDSCAPE PLANTING AREAS FROM TURF AREAS. KEY NOTES: 1 10 FOOT LANDSCAPE SETBACK 2 5 FOOT LANDSCAPE SETBACK PLANTING LIST TYPE COMMON NAME (SCIENTIFIC NAME)QUANTITY REQUIRED QUANTITY PROVIDED CONDITION AND SIZE APPROXIMATE MATURE SIZE ORNAMENTAL TREE (HT X SP) JTL JAPANESE TREE-LILAC ( SYRINGA RETICULATA )1 1 2' CAL. B&B 15'X20' DECIDUOUS SHRUBS AWS ANTHONY WATERER SPIREA ( SPIRAEA X BUMALDA )17 17 24' HGT 4' O.C CONIFEROUS SHRUBS TYE TAUNTON YEW ( TAUNTON X MEDIA )6 6 3 GAL 5' O.C PERENIALS STD STELLA D' ORO DAYLILY ( HEMEROCALLIS )16 16 1 GAL. 18" O.C PLANTING KEY =JTL ( JAPANESE TREE- LILAC ) =TYE ( TAUNTON YEW ) =AWS ( ANTHONY WATERER SPIREA ) =STD ( STELLA D' ORO DAY LILY ) 03.23.2026 Include a tree planting detail. Detail is to note that root flareis to be exposed and set at grade; and that all twine, burlapand wire basket is to be removed from the top half of theroot ball and disposed of off-site. GROUND LEVEL 100' - 0" B.O. CANOPY 108' - 11 3/4" XXXX ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR CANOPY TO BE PROVIDED AND INSTALLED BY GC, REFER TO STRUCTURAL ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE LED FLEX LIGHT MP-2 TUBE COLUMN (TYP) LIGHT TUBE LIGHT MOUNTED TO COLUMN AT 6" A.F.F.; SEE MEP DRAWINGS MP-6 STANDING SEAM ROOF PANELS LED FLEX LIGHT MP-2 FASCIA MP-3 SOFFIT PANELS DRIVE THRU COFFEE INTERNAL DOWNSPOUT A MP-5 BRAKE METAL TRIM PL-2 PL-1 MP-2 TUBE COLUMN (TYP) LIGHT TUBE LIGHT MOUNTED TO COLUMN AT 6" A.F.F.; SEE MEP DRAWINGS INTERNAL DOWNSPOUT 1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. THERMAL WINDOW, INC. 550-FX-CW80 COOLER BEYOND 6' - 0 " ROOF BEARING 120' - 4 11/16" 4' - 10"6' - 0"4' - 9" 1 A3.1 GROUND LEVEL 100' - 0" B.O. CANOPY 108' - 11 3/4" MP-6 STANDING SEAM ROOF PANEL LED FLEX LIGHT; SEE MEP LED FLEX LIGHT; SEE MEP MP-2 FASCIA MP-4 COPING CAP EXTERIOR WEATHER PROOF OUTLET; SEE MEP MP-2 TUBE COLUMN (TYP) PL-2 INTERNAL DOWNSPOUT MP-2 TUBE COLUMN (TYP) ROOF SCUPPER DRAIN - TYP OF 2 COOLER BEYOND T.O. PARAPET WALL 113' - 11 1/2" ROOF BEARING 120' - 4 11/16" 1 A3.1 PL-1 ELECTRICAL METER ELECTRICAL PANEL FROST PROOF HOSE BIBBEXTERIOR WEATHER PROOF OUTLET; SEE MEP KNOX KEY BOX DOWNSPOUT CANOPY TO BE PROVIDED AND INSTALLED BY GC, REFER TO STRUCTURAL 7' - 11 3/4"1' - 9" 3" 1' - 9" 4 1/2" 1' - 3" 201 SCREENIN BEYOND 101a UNDERSIDE OF CA NOPY METAL PANELS a. ALL BUILDING FINISH ITEMS ARE PROVIDED BY GC FINISH MATERIALS SCHEDULE NOTES: FINISH MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION REMARKS MP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PL-1 THIN BRICK BRAKE METAL COLOR: REGAL BLUE FINISH: SMOOTH COLOR: ONYX FINISH: SMOOTH COLOR: SANDSTONE FINISH: SMOOTH METRO BRICK COLOR: COMMONS THIN BRICK - WIRE CUT TRASH ENCLOSURE GATE AND TRIM METAL ROOF, COPING, CANOPY COLUMNS AND UNDERSIDE OF CANOPY METAL SOFFIT AND METAL COPING METAL COPING AT SIDE WALLS EXTERIOR FINISH PL-2 THIN BRICK METRO BRICK COLOR: BLEND 2 THIN BRICK - FAST SHIP EXTERIOR FINISH METAL PANEL AND BRAKE METAL PAC-CLAD 16" METAL WALL PANEL COLOR: CITYSCAPE INTERIOR FINISH CLASSIFICATION MP-5 BRAKE METAL COLOR: CLEAR ANODIZED FINISH: SMOOTH TRIM AT STOREFRONT MP-6 BRAKE METAL PAC-CLAD SNAP-CLAD METAL ROOFING PANEL COLOR: SLATE BLUE METAL ROOF DATE: 22 1 5 W C H E S T E R F I E L D B L V D , S U I T E 0 1 ∙ S P R I N G F I E L D , M O 6 5 8 0 7 ∙ P ( 4 1 7 ) 5 3 0 - 4 3 2 1 NAME: ARCHITECT OF RECORD: LICENSE NO. PROJECT NUMBER: REVISION: FIRM LICENSE NO. A2.1 EXTERIOR ELEVATIONS FEBRUARY 12, 2026 ADAM KREHER 60997 7 B R E W C O F F E E LA K E V I L L E , M N 74 2 8 1 7 9 t h S t W LA K E V I L L E , M N 5 5 0 4 4 25411 7BLM2 1032 3/8" = 1'-0"1 EXTERIOR ELEVATION - FRONT 3/8" = 1'-0"2 EXTERIOR ELEVATION - BACK SIGNAGE SHOWN IS FOR REPRESENTATION AND COORDINATION ONLY. REFER TO PERMITTED SIGN PACKAGE FOR PRECISE LOCATION AND SIGNAGE QUANTITY SIGNAGE: THIN BRICK - 82% GRADE A GLASS - 15% GRADE A STANDING SEAM/METAL - 14% GRADE E GRADE MATERIALS PER CITY CODE 1 1 ADD #01 MARCH 20, 2026 03/20/2026 GROUND LEVEL 100' - 0" 1 A3.2 B.O. CANOPY 108' - 11 3/4" LED FLEX LIGHT MP-2 FASCIA MP-3 SOFFIT PANELS LED FLEX LIGHT; SEE MEP CANOPY TO BE PROVIDED AND INSTALLED BY GC, REFER TO STRUCTURAL CANOPY TO BE PROVIDED AND INSTALLED BY GC, REFER TO STRUCTURAL ROUND SIGN - SUPPLIED AND INSTALLED BY SIGN CONTRACTOR 1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. THERMAL WINDOW, INC. 550-FX-CW80 B PL-1 PL-2 PL-2 2' - 8 1/2"10' - 0" HE I G H T O F # 7 3' - 2 " LED FLEX LIGHT MP-6 STANDING SEAM METAL ROOF PANEL TOP OF TIC AND WORDS TO BE LEVEL AND ALIGNED MP-4 COPING CAP T.O. PARAPET WALL 113' - 11 1/2" T.O. WALL 110' - 11 5/8" ROOF BEARING 120' - 4 11/16" MP-4 COPING CAP 101c 101d A 1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. THERMAL WINDOW, INC. 550-FX-CW80 MP-3 COPING CAP GROUND LEVEL 100' - 0" 1 A3.2 B.O. CANOPY 108' - 11 3/4" T.O. PARAPET WALL 113' - 11 1/2" T.O. WALL 110' - 11 5/8" ROOF BEARING 120' - 4 11/16" ROUND SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR 7 BREW SIGN; TYP EACH SIDE CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER LED FLEX LIGHT MP-2 FASCIA 1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. REFER TO A4.1 FOR ENERGY COMPLIANCE INFORMATION PL-1 MP-3 SOFFIT PANELS LED FLEX LIGHT MP-6 STANDING SEAM METAL ROOF PANEL TOP OF TIC AND WORDS TO BE LEVEL AND ALIGNED PL-2 MP-1 METAL SIDING PL-1 LED FLEX LIGHT; SEE MEP CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER BUILDING MANUFACTURER TO PROVIDE FLASHING FROM COOLER TO CANOPY MP-4 COPING CAP 101b A 10' - 0"2' - 8 1/2" HE I G H T O F # 7 3' - 2 " 3 A3.1 a. ALL BUILDING FINISH ITEMS ARE PROVIDED BY GC FINISH MATERIALS SCHEDULE NOTES: FINISH MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION REMARKS MP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PL-1 THIN BRICK BRAKE METAL COLOR: REGAL BLUE FINISH: SMOOTH COLOR: ONYX FINISH: SMOOTH COLOR: SANDSTONE FINISH: SMOOTH METRO BRICK COLOR: COMMONS THIN BRICK - WIRE CUT TRASH ENCLOSURE GATE AND TRIM METAL ROOF, COPING, CANOPY COLUMNS AND UNDERSIDE OF CANOPY METAL SOFFIT AND METAL COPING METAL COPING AT SIDE WALLS EXTERIOR FINISH PL-2 THIN BRICK METRO BRICK COLOR: BLEND 2 THIN BRICK - FAST SHIP EXTERIOR FINISH METAL PANEL AND BRAKE METAL PAC-CLAD 16" METAL WALL PANEL COLOR: CITYSCAPE INTERIOR FINISH CLASSIFICATION MP-5 BRAKE METAL COLOR: CLEAR ANODIZED FINISH: SMOOTH TRIM AT STOREFRONT MP-6 BRAKE METAL PAC-CLAD SNAP-CLAD METAL ROOFING PANEL COLOR: SLATE BLUE METAL ROOF DATE: 22 1 5 W C H E S T E R F I E L D B L V D , S U I T E 0 1 ∙ S P R I N G F I E L D , M O 6 5 8 0 7 ∙ P ( 4 1 7 ) 5 3 0 - 4 3 2 1 NAME: ARCHITECT OF RECORD: LICENSE NO. PROJECT NUMBER: REVISION: FIRM LICENSE NO. A2.2 EXTERIOR ELEVATIONS FEBRUARY 12, 2026 ADAM KREHER 60997 7 B R E W C O F F E E LA K E V I L L E , M N 74 2 8 1 7 9 t h S t W LA K E V I L L E , M N 5 5 0 4 4 25411 7BLM2 1032 3/8" = 1'-0"1 EXTERIOR ELEVATION - LEFT SIDE SIGNAGE SHOWN IS FOR REPRESENTATION AND COORDINATION ONLY. REFER TO PERMITTED SIGN PACKAGE FOR PRECISE LOCATION AND SIGNAGE QUANTITY SIGNAGE: 3/8" = 1'-0"2 EXTERIOR ELEVATION - RIGHT SIDE THIN BRICK - 82% GRADE A GLASS - 15% GRADE A STANDING SEAM/METAL - 14% GRADE E GRADE MATERIALS PER CITY CODE 1 1 ADD #01 MARCH 20, 2026 03/20/2026 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION KUEBER COFFEE MINNESOTA, LLC On May 7, 2026, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Kueber Coffee Minnesota, LLC for a conditional use permit to allow a convenience restaurant with a drive-through service window in the M-2, Mixed Use Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor area. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The subject property is located in Comprehensive Planning District 5, which guides the property for Corridor Mixed Use. 2. The subject site is zoned M-2, Mixed Use Cedar Corridor District. 3. Legal description of the property is: Lot 2, Block 1, Marketplace at Cedar 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: Finding: The proposed convenience restaurant with a drive-through use is consistent with the guided mixed-use designation of the property. 2 Finding: The proposed convenience restaurant will be compatible with the existing and future land uses in the area. Finding: Provided compliance with the stipulations of the conditional use permit, the proposed use will conform to all other performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed convenience restaurant use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated April 29, 2026, prepared by Heather Botten, Senior Planner is incorporated herein. The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Heather Botten, Senior Planner dated April 29, 2026. LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair