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Item 05e - CA Commercial Development CUP
City of Lakeville Community Development Memorandum To: Planning Commission Heather Botten December 4, 2025 Packet Material for the December 18, 2025 Planning Commission Meeting CA Commercial Development Conditional use permit for a convenience restaurant with a drive-through. February 20, 2026 – 2nd 60-Days Representatives of CA Commercial Development have submitted an application for a conditional use permit for a convenience restaurant with a drive-through located in the Heritage Commons PUD. The property is currently platted as Outlot A, Heritage Commons 9th Addition, located north of 202nd Street (CSAH 50), south of Heritage Drive, and east of Idealic Avenue. The project includes a 4,750 square foot building designed for two convenience restaurant tenants, one of which would have a drive though service window. The property is 1.29 acres in size and is currently an outlot. Final plat approval is required before construction of the building can take place. The subject property is zoned PUD, Planned Unit Development, with the underlying zoning of C- 3, General Commercial District. Section 11-66-7.E of the Zoning Ordinance allows convenience restaurants with a drive-through service window by conditional use permit. The plans have been reviewed by Community Development Department and Engineering Division staff. A. Location Map B. Site Plan C. Grading and Drainage Plan D. Landscape Plan E. Building Elevation Plans 2 STAFF ANALYSIS The Heritage Commons PUD commercial development plan has progressed over several phases since the initial development phase was approved in 1999. The Heritage Commons 9th Addition preliminary plat was approved by the City Council on May 19, 2025. The property is located in Planning District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The proposed convenience restaurant uses are consistent with the commercial designation of the Comprehensive Land Use Plan. The proposed development is located on property zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. North Heritage Drive and multi-tenant Commercial PUD District South 202nd Street (CSAH 50) and Commercial C-3, General East Tires Plus Commercial PUD District No new street construction is proposed with the site improvements. Final civil plans have not been approved and will be reviewed at the time of final plat for the property. A copy of the engineering report dated December 4, 2025 is attached for your review. The Engineering Division recommends approval of the CUP subject to the recommendations outlined in the report. Development of a convenience food restaurant use within the PUD is subject to the same requirements as those within the C-3, General Commercial District. Section 11-73-7.G of the Zoning Ordinance establishes performance standards for convenience food uses. The performance standards include limiting the hours of operation from 5:00 am to 11:00 pm unless approved by CUP. Other performance standards are reviewed below. The minimum setback requirements of the C-3 District are: 3 Abutting a Public Street: 30 feet Interior Lot Lines: 10 feet Rear: 10 feet The proposed building meets the setback requirements of the Zoning Ordinance. The proposed two-tenant building is a single-story structure about 20 feet in height, including mechanical screening. A maximum building height of 35 feet is allowed in the C-3 District. The setback requirements for parking are 15 feet abutting right-of-way and five feet from interior lot lines. Parking setbacks have been met. Convenience food uses have a parking requirement of one stall per 80 square feet of floor area. Based on the building size of 4,750 square feet, minus 10% floor area as allowed by the Zoning Ordinance, the proposed convenience restaurants require 54 parking spaces. The maximum number of parking stalls allowed is up to 125% of the minimum parking spaces, without CUP approval. The maximum number of parking stalls permitted without a CUP is 68 spaces (125% of 54). The site plan includes 67 parking spaces, in compliance with code requirements. Access to the site will be from Heritage Drive. Parking spaces are located around the perimeter of the site. The drive through starts along the north side of the building and continues around the west side. Direct driveway access to 202nd Street is not permitted. An agreement for shared driveway access between the parcels in Heritage Commons 9th Addition and Heritage Commons 8th Addition (Tires Plus) is required to be executed prior to the release of the final plat. At least 25 percent of the lot shall remain as greenspace, including trees, shrubbery, plantings or fencing. The site plan identifies that 25% percent of the site is greenspace. This complies with the greenspace requirements of the Zoning Ordinance for convenience food uses. The landscape plan proposes a mix of overstory trees around the perimeter of the site, foundation plantings on three sides of the building, and a row of plantings along the south side of the drive through to minimize headlights shining on to 202nd Street. Remaining areas will be seeded and in-ground irrigation is required. Development of the site shall include responsibility for boulevard maintenance along 202nd Street and Heritage Drive. The Developer must provide an estimate of the landscape costs to be submitted as a security to guarantee installation of the landscaping. The City Forester has reviewed the landscape plan dated December 11, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 4 Building Exterior. The proposed one-story, two-tenant, convenience restaurant building is proposed to be clad with exterior materials that are at least 65% Grade A material. The proposed Grade A materials include brick and glass are at 68%, complying with code requirements. Other exterior materials used, including EIFS and fiber cement, are Grade C materials. The materials proposed comply with Zoning Ordinance requirements. A contrasting stripe of brick is shown on the building. The contrasting stripe is a design element seen in buildings in the Heritage Commons PUD development. The drive-through lane includes the minimum 180 feet of segregated vehicle stacking lane from the service windows. A sign permit must be issued prior to the installation of the menu board and the sign must comply with the requirements of Section 11-23-7.G.11.c of the Zoning Ordinance. . Signs shall comply with the Heritage Commons PUD sign plan. Since the building fronts more than one street, up to two wall signs are permitted, not to exceed 100 square feet each in sign area. All signs require approval of a sign permit prior to installation. Signs shown on the plans are illustrative only and no approvals are granted as a part of the CUP request. The trash and recycling enclosure will be located on the northwest side of the property. The enclosure shall comply with Section 11-18-11of the city code, including the gate being made of maintenance-free material. 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. All building mounted lighting must face downward onto the structure. . 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. A Stormwater Maintenance Agreement will be required with the final plat for maintenance of the stormwater system on site. RECOMMENDATION Community Development Department staff recommends approval of the conditional use permit subject to the following stipulations: 1. Outlot A, Heritage Commons 9th Addition must be platted into a tot and block prior to development of the parcel. 5 2. Implementation of the recommendations listed in the December 4, 2025 engineering report. 3. The site shall be developed according to the plans approved by the City Council. 4. Execution of a Stormwater Maintenance Agreement shall be required between the Developer and the City of Lakeville for the maintenance of the stormwater system located on the subject parcel. 5. An agreement for shared driveway access shall be established between Lots 1 and 2, Block 1, Heritage Commons 9th Addition and Lot 1, Block 1, Heritage Commons 8th Addition (Tires Plus) prior to the release of the final plat. 6. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. 7. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. 8. The City Forester has reviewed and approved the landscape plan dated December 11, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 9. The Developer must provide a security with the final plat to guarantee installation of the landscaping. 10. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 11. Snow storage shall not occur within required parking spaces. Findings of fact are attached for your review and consideration. Dakota County, Microsoft, Vantor City of Lakeville Site Location Map CA Commercial Development CUP 203RD ST ID E A L I C A V E IB E R I A A V E Subject Property HERITAGE DR 202ND ST (CSAH 50) ± ST ST S S DS G DS DS CSWA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV DT DT DT ∆∆∆∆ RESTRICTED ACCESS PER T H E P L A T OF HERITAGE COMMONS (E X 1 7 ) DRAINAGE & UTILIT Y E A S E M E N T PER THE PLAT OF H E R I T A G E C O M M O N S 8TH ADDITION (EX 1 7 ) ∆∆∆∆∆∆∆∆∆∆∆∆∆ DRAINAGE & UTILITY EASEMENT PER THE PLAT OF HERITAGE COMMONS 8TH ADDITION (EX 17) EXISTING BUILDING 80 INV(E)=973 . 9 8 1 2 " C O N INV(S)=972 . 2 8 1 8 " P V C INV(W)=97 2 . 4 1 1 8 " P V C INV(W)=97 4 . 7 3 1 2 " C O N INV(S)=973 . 7 6 1 2 " C O N INV(N)=97 3 . 6 6 1 8 " C O N RIM=976.86 INV(N)=972.44 18" CON INV(NW)=970.77 48" PVC INV(W)=971.01 18" CON INV(S)=N/A INV(E)=970.71 36" CON STOSTOSTOSTOSTOSTOSTOSTOSTOSTO ST O STO STO STO STO RIM=978.18 INV(W)=969.56 48" CON INV(E)=969.60 48 CON INV(S)=N/A STO STO STO STO RIM=979.46 INV(N)=972.71 18" C O N INV(E)=973.14 12" C O N OCS-RIM=977.27 INV(SE)=975.57 12" C O N INV(W)=974.27 12" C O N FES-15" CON IE=974.82 FES-18" CON IE=974.40 RIM=980.01 INV(NE)=975.49 18 " P V C INV(S)=975.46 12" P V C RIM=977.49 INV(E)=971.15 8" CON RIM=979.89 INV(E)=969.89 8" CON INV(W)=969.79 8" CON SANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN BITUMINOUS ROADWAY 980 980 98 0 978 978 97 9 97 9 97 9 97 9 97 9 978 980 981 97 9 DO N O T E N T E R DO NOT ENTER UTILITY ROOM APPROX. 6'x13' 9' 21' 18' 12' 18' 9' 21' 21' 9' 5' 18' 21' 9' 21' 9' 5' 5'5' 7' 9' 20' 24'24' 12' 26' R10' R10' R15' R5'R5' R15' R5' R4' R15' R3' R5' R5'R12' 6' 8' 9' R4' 32' R5' R8' R35' R20' R5' R15' R3.00' R3.00' PROPOSED RESTAURANT 4750 SF PROPOSED MONUMENT SIGN FFE = 981.2510'x12' DETECTOR PAD 10'x12' DETECTOR PAD 2' 5' 1 1 1 1 1 1 10 9 9 11 13 13 13 13 13 13 13 13 15 A A A A A A B B B C C G G G G G E F 15 14 3 13 9 13 19 19 19 19 1919 19 H 19 S.1 S.1 S.2 S.4 S.3 S.2 S.2 3636 36 14 14 14 14 14 8 13 13 13 15' REAR PARKING SETBACK 5' SIDE PARKING SETBACK (TYP.) 10' SIDE SETBACK (TYP.) 15' FRONT PARKING SETBACK 30' FRONT BUILDING SETBACK 122.87' 57.50' I I I I I 84.34' 71.39' OUTDOOR PATIO OUTDOOR PATIO N: \ 0 0 6 9 2 0 7 . 0 0 \ D W G \ C I V I L \ 0 0 6 9 2 0 7 . 0 0 S P 0 1 . D W G 12/11/2025 CA P A N E R A L A K E V I L L E C200 LA K E V I L L E , M N CA P A N E R A LA K E V I L L E SI T E P L A N 56 0 7 8 12 / 1 1 / 2 0 2 5 JO S E P H S C H R A M M 28 0 5 E D W A R D S R D , S U I T E 3 9 0 CI N C I N N A T I , O H 4 5 2 0 9 CA C O M M E R C I A L DE V E L O P M E N T ... 11 / 1 9 / 2 0 2 5 PRELIMINARY PLANS © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 11 / 1 9 / 2 0 2 5 12 / 1 1 / 2 0 2 5 ... CI T Y C O M M E N T S FO R E S T R Y C O M M E N T S ... 20 ' 4' o r 2' PROJECT NUMBER: 0069207.00 SHEET NUMBER: DATE: DA T E : LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A PR E P A R E D F O R : VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : we s t w o o d p s . c o m Ph o n e (3 2 0 ) 2 5 3 - 9 4 9 5 19 0 0 M e d i c a l A r t s A v e S , S u i t e 1 0 0 Fa x (3 2 0 ) 3 5 8 - 2 0 0 1 Sa r t e l l , M N 5 6 3 7 7 To l l F r e e (8 0 0 ) 2 7 0 - 9 4 9 5 We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 1 B618 CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PRIVATE PEDESTRIAN CURB RAMP 10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 13 TRAFFIC ARROW 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 19 PAVEMENT SECTIONS 36 SIGN POST WITH BOLLARD 1 ·EXISTING ZONING:PUD, PLANNED URBAN DEVELOPMENT ·PROPOSED ZONING:PUD W/ CUP (CONDITIONAL USE PERMIT) ·PARCEL DESCRIPTION:OUTLOT A - HERITAGE COMMONS 8TH ADDITION ·PROPERTY AREA:56,407 SF (1.29 AC) ·EXISTING IMPERVIOUS SURFACE:1,873 SF (3.3%) ·PROPOSED IMPERVIOUS SURFACE:42,306 SF (75.00%) ·BUILDING GROSS SIZE:4,750 SF EAST RESTAURANT:2,063 SF WEST RESTAURANT: 2,606 SF UTILITY ROOM:82 SF ·FLOOR-AREA-RATIO(FAR):0.08 ·BUILDING SETBACK PER CODE:30'=FRONT 10'=SIDE 30'=REAR ·PARKING SETBACK:15'=FRONT AND ROW 5'=SIDE 15'=REAR ·90 DEGREE PARKING SPACE/DRIVE AISLE:9' WIDE X 20' LONG, 24' AISLE ·PARKING RATIO REQUIREMENT CITY OF LAKEVILLE RESTAURANT W/ DRIVE-THRU:1 SPACE / 70 SF OF GFA RESTAURANT W/ DRIVE-THRU (4,668 GFA/70)67 SPACES TOTAL SPACES REQUIRED:67 SPACES ·PARKING PROVIDED:67 SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNESOTA, JUNE 6, 2025. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7.ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE CONCRETE PAVEMENT NUMBER OF PARKING STALLS SITE LIGHTING BY OTHERS EXISTING PROPOSED BITUMINOUS PAVEMENT TRAFFIC SIGN BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 A TRANSITION CURB B FLAT CURB C PAINT 4" WHITE STRIPING D PAINT TRANSITION CURBS YELLOW E MENU BOARD AND ORDER STATION (SEE ARCH PLANS) F OVERHEAD CLEARANCE BAR AND CONCRETE BASE (SEE ARCH PLANS) G MATCH EXISTING CURB H TRASH ENCLOSURE (SEE ARCH PLANS) I SITE LIGHTING (BY OTHERS) SITE KEYNOTESA S.10 S.1 REFERENCE SIZE MnDOT DESIGNATION S.2 S.3 HANDICAP ACCESSIBLE DO NOT ENTER BEGIN ONE WAY 12" X 18" 30" X 30" 24" X 30" R7-8M R5-1 R6-6 SIGN LEGEND S.4 ONE WAY (RIGHT)24" X 30"R6-2R ST ST S S DS G DS DS CSWA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV DT DT DT ∆∆∆∆ RESTRICTED ACCESS PER T H E P L A T OF HERITAGE COMMONS (E X 1 7 ) DRAINAGE & UTILIT Y E A S E M E N T PER THE PLAT OF H E R I T A G E C O M M O N S 8TH ADDITION (EX 1 7 ) ∆∆∆∆∆∆∆∆∆∆∆∆ DRAINAGE & UTILITY EASEMENT PER THE PLAT OF HERITAGE COMMONS 8TH ADDITION (EX 17) EXISTING BUILDING 80 INV(W)=97 4 . 7 3 1 2 " C O N INV(S)=973 . 7 6 1 2 " C O N INV(N)=97 3 . 6 6 1 8 " C O N INV(N)=972.44 18" CON INV(NW)=970.77 48" PVC INV(W)=971.01 18" CON INV(E)=970.71 36" CON STOSTOSTOSTOSTOSTOSTOSTOSTOSTO ST O STO STO STO STO RIM=978.18 INV(W)=969.56 48" CON INV(E)=969.60 48 CON INV(S)=N/A STO STO STO STO RIM=979.46 INV(N)=972.71 18" C O N INV(E)=973.14 12" C O N OCS-RIM=977.27 INV(SE)=975.57 12" C O N INV(W)=974.27 12" C O N FES-15" CON IE=974.82 FES-18" CON IE=974.40 RIM=980.01 INV(NE)=975.49 18 " P V C INV(S)=975.46 12" P V C RIM=977.49 INV(E)=971.15 8" CON RIM=979.89 INV(E)=969.89 8" CON INV(W)=969.79 8" CON SANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN BITUMINOUS ROADWAY 980 980 98 0 978 978 97 9 97 9 97 9 97 9 97 9 978 980 981 97 9 DO N O T E N T E R DO NOT ENTER PROPOSED RESTAURANT 4750 SF FFE = 981.25 979.95 979.36 980.17 979.56 979.90 980.17 979.55 979.08 979.80 980.88 981.19 E.O.F. 980.00 978.79 979.70 980.29 LP 979.07 979.79 979.35 980.00 980.15 979.98 980.12 979.64 979.12 980.24 980.75 980.51 B 981.10 F 981.10 980.70 980.60 980.80 B 981.10 F 981.10 980.66 980.24 979.94 979.78 979.91 979.48 B 981.01 F 980.51 980.75 979.93 980.69 979.89 979.31 979.52 980.19 2.90% 1.66% 1.91% 2. 3 3 % 0. 8 8 % 2.4 2 % 2.59% 2.4 8 % 1.5 3 % 1.57% 2.26 % 1. 7 7 % 1.7 4 % 2.59% 980.70 980.70 980.70 980.70 B 981.10 F 981.10 981.00 98 0 980 981 98 0 979.74 979.74 979.40 979.40979.67 980.22 B 980.46 F 980.46 B 980.49 F 980.49 B 979.83 F 979.83 B 979.81 F 979.81 980.33 979.95 980.05 980.05979.79 980.32 981.22 981.14 981.16 980.87 981.06 980.26 980.18 981.22 980.32 980.25 979.85 980.62 979.80 979.94 979.75 979.78 979.74 980.69 979.86 979.74 979.68 979.91 980.63 979.56 979.65 979.72 979.78 979.89 979.86 979.57 979.66 979.72 979.83 980.08 979.79 980.20 980.17 980.27 980.66 980.33 980.08 B 981.10 F 981.10 B 981.10 F 981.10 980.80 980.81 980.75 980.75 B 981.20 F 980.70 B 981.19 F 980.69 980.63 981 980 B 80.92 F 80.42 B 980.35 F 979.85 B 980.29 F 979.79 979 980 978 980 98 0 980 980 981.07 980.89 981.13 981.04 981.10 981.15 981.15 N: \ 0 0 6 9 2 0 7 . 0 0 \ D W G \ C I V I L \ 0 0 6 9 2 0 7 . 0 0 G D 0 1 . D W G 12/11/2025 CA P A N E R A L A K E V I L L E C300 LA K E V I L L E , M N CA P A N E R A LA K E V I L L E GR A D I N G P L A N 56 0 7 8 12 / 1 1 / 2 0 2 5 JO S E P H S C H R A M M 28 0 5 E D W A R D S R D , S U I T E 3 9 0 CI N C I N N A T I , O H 4 5 2 0 9 CA C O M M E R C I A L DE V E L O P M E N T ... 11 / 1 9 / 2 0 2 5 PRELIMINARY PLANS © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 11 / 1 9 / 2 0 2 5 12 / 1 1 / 2 0 2 5 ... CI T Y C O M M E N T S FO R E S T R Y C O M M E N T S ... 20 ' 4' o r 2' PROJECT NUMBER: 0069207.00 SHEET NUMBER: DATE: DA T E : LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A PR E P A R E D F O R : VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : we s t w o o d p s . c o m Ph o n e (3 2 0 ) 2 5 3 - 9 4 9 5 19 0 0 M e d i c a l A r t s A v e S , S u i t e 1 0 0 Fa x (3 2 0 ) 3 5 8 - 2 0 0 1 Sa r t e l l , M N 5 6 3 7 7 To l l F r e e (8 0 0 ) 2 7 0 - 9 4 9 5 We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PROPERTY LINE 982 980 SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 CURB AND GUTTER GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES 0.00% 900.00 900.00 ST ST S S DS G DS DS CSWA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV DT DT DT ∆∆∆ ∆∆∆∆∆∆∆∆∆∆∆∆ EXISTING BUILDING STOSTOSTOSTOSTOSTOSTOSTOSTOSTO ST O STO STO STO STO STO STO STO STO SANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN DO N O T E N T E R DO NOT ENTER PROPOSED RESTAURANT 4750 SF FFE = 981.25 AB A B A B AB A BA C C C C C C C C C A B C A A A PERENNIALS 17 SDO STELLA DE ORO DAYLILY / HEMEROCALLIS X 'STELLA DE ORO'#1 CONT.24" O.C.H 18-20" W 18-24" PCB NORTHERN EXPOSURE™ PURPLE CORAL BELL / HEUCHERA X 'TNHEUNEP'#1 CONT.18" O.C.H 15-18" W 18-24" CODE QTY COMMON / BOTANICAL NAME SIZE SPACING MATURE SIZE DECIDUOUS TREES 10 AGG AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL. B&B AS SHOWN H 40'-50' W 25'-35' SKH SKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-40' NPO NORTHERN PIN OAK / QUERCUS ELLIPSOIDALIS 2.5" CAL. B&B AS SHOWN H 50'-60' W 40'-50' CONIFEROUS SHRUBS 43 ANJ ANDORRA JUNIPER / JUNIPERUS HORIZONTALIS 'ANDORRA'#5 CONT.4`-0" O.C.H 3-4` W 3-4` BUJ BUFFALO JUNIPER / JUNIPERUS SABINA 'BUFFALO'#5 CONT.5`-0" O.C.H 8-10" W 3-5` DECIDUOUS SHRUB 30 AFD ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.H 3-5` W 3-5` DBH DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.3`-0" O.C.H 3-4` W 3-4` GRASSES 103 KFG KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 3-4` W 2-3` BLB BLAZE LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'BLAZE'#1 CONT.24" O.C.H 2-3` W 18-24" PDS PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C.H 2-3` W 2-3` N: \ 0 0 6 9 2 0 7 . 0 0 \ D W G \ C I V I L \ 0 0 6 9 2 0 7 . 0 0 P L 0 1 . D W G 12/11/2025 CA P A N E R A L A K E V I L L E L100 LA K E V I L L E , M N CA P A N E R A LA K E V I L L E LA N D S C A P E PL A N 12 / 1 1 / 2 0 2 5 28 0 5 E D W A R D S R D , S U I T E 3 9 0 CI N C I N N A T I , O H 4 5 2 0 9 CA C O M M E R C I A L DE V E L O P M E N T ... 11 / 1 9 / 2 0 2 5 44 0 1 8 JE F F W E S T E N D O R F PRELIMINARY PLANS © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 11 / 1 9 / 2 0 2 5 12 / 1 1 / 2 0 2 5 ... CI T Y C O M M E N T S FO R E S T R Y C O M M E N T S ... 20 ' 4' o r 2' PROJECT NUMBER: 0069207.00 SHEET NUMBER: DATE: DA T E : LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A PR E P A R E D F O R : VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : we s t w o o d p s . c o m Ph o n e (3 2 0 ) 2 5 3 - 9 4 9 5 19 0 0 M e d i c a l A r t s A v e S , S u i t e 1 0 0 Fa x (3 2 0 ) 3 5 8 - 2 0 0 1 Sa r t e l l , M N 5 6 3 7 7 To l l F r e e (8 0 0 ) 2 7 0 - 9 4 9 5 We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . A BUFF LIMESTONE ROCK MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) ALANDSCAPE KEYNOTES LANDSCAPE LEGEND SHRUBS OVERSTORY DECIDUOUS TREE PERENNIALS EDGER 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. REMOVE ALL TWINE, BURLAP, AND WIRE BASKET FROM THE TOP HALF OF THE ROOT BALL AND DISPOSE OF OFFSITE. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION FOR SELECT TOPSOIL BORROW AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.TREE PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL TREES WITHIN TURF AREAS. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER M/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PLANTING NOTES ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PLANT SCHEDULE LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER GROUND COVER NOTES SOD SOD:10,612 SF (0.24 AC) MULCH ROCK MULCH:2,692 SF (0.06 AC) FIRST FLOOR 0" T.O. PARAPET 1 19' -4" 24 A304 3.15 3.14 T.O. PARAPET 2 17' -8" BR2 3.07 G1 G1 3.11 SF4 3.11 3.02 BR2 3.08 BR3 3.12 PX1 3.02 3.12 A B C.5C D E 8 A301 16 A301 24 A301 10' - 0" T.O. MET. SCREEN 20' -4" 3.36 1 A220 T.O. STOREFRONT 10' -0" T.O. STOREFRONT B 8' -2" 4' - 0" 3.13 B.O.DECK 16' -0" 3.38 3.10BR23.10 BR2 3.01 SF3 BM SF2 EQ EQ EQ BR1 BR1 3.31 3.01 3.11 BR3 BR3 SF2 3.02 9 A231 9 A231 SF3 3 A231 6 A230 11 A601 15 A231 24 A231 18 A230 6 A230 A304 8 3.08 FIRST FLOOR 0" T.O. PARAPET 1 19' -4" T.O. PARAPET 2 17' -8" 1 2 4 8 A300 16 A300 24 A300 3.02 3.08 BR2 G1 3.04 3.11 3.11 3.01 G1 3.31 SF4 3.15 3 T.O. MET. SCREEN 20' -4" 3.36 3.21 3.16 2 A220 T.O. STOREFRONT 10' -0" T.O. STOREFRONT B 8' -2" TYP CORNER DETAILS SF3 BM 5 BR2 3.08 PX1 PX1 3.01 3.02 3.02 3.11 3.11 3.11 SF3 SF3 SF3 3.11 SF3 SF3 G1 3.083.08G1G13.08G13.08 3.04 3.03 3.21 3.37 3.37 24 A230 22 A231 13 A231 SIM 9 A231 9 A231 3 A231 6 A230 11 A601 4 A230 4 A230 2 A231 2 A231 10 A230 10 A230 7 A231 BR3 BR2 BR13.03 3.03 3.19 3.19 BR2 BR3 GENERAL NOTES: A. ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW ELEVATIONS SEE SHEET A611. B. GENERAL COTRACTOR TO PROVIDE BLOCKING FOR EXTERIOR BUILDING SIGNS C. REFER TO SHEET A230 FOR TYPICAL CORNER DETAILS AT THIN BRICK AND NICHIHA SYSTEM - SF4. - ONE SIDED BANNER - MATERIAL: WHITE BANNER WITH GROMMETS - GRAPHICS: DIGITALLY PRINTED - HEIGHT: 3'-11 1/2" - WIDTH: 7'-9 1/2" SPECIFICATIONS:INSTALLATION: BANNERS PROVIDED BY PANERA AND TO BE INSTALLED ON EXTERIOR OF BUILDING BY G.C. PER PANERA PROVIDED HANGING INSTRUCTIONS AND PLACEMENT LOCATION(S). G.C. TO INSTALL AFTER CONSTRUCTION BARRIER SIGN REMOVED -WITHOUT DRIVE THRU GPD GROUP, INC.® 520 So h ain S ree , Si e 2531 Fax 330.572.2101330.572.2100 Akron, OH 44311 54321 C B A D JOB NO. DESIGNER RECORD BID PERMIT DATE CONSTRUCTION PROJECT MANAGER 11/10/25 --/--/-- --/--/---- --/--/-- 2025383.08 Ba k e r y C a f e # : 6 4 9 2 20 1 7 0 I b e r i a A v e , La k e v i l l e , M N 5 5 0 4 4 EX T E R I O R E L E V A T I O N S - S H E L L A200 JOApprover 1/4" = 1'-0" 24 DT ELEVATION - WEST 1/4" = 1'-0" 22 FRONT ELEVATION - SOUTH KEYED NOTES 3.01 LOCATION OF INTERNALLY ILLUMINATED FLUSH MOUNTED CHANNEL LETTERS AND/OR TRADEMARK SYMBOL; PROVIDED AND INSTALLED BY TENANT SIGN VENDOR UNDER SEPARATE PERMIT; SHELL GC TO PROVIDE BLOCKING AND POWER IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE PERMIT) 3.02 PRE-FINISHED METAL 2- PIECE SNAP-ON COMPRESSION COPING BY DUROLAST OR SIMILAR | COLOR: CHARCOAL TO MATCH RAL 7043 3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND INSTALLED BY LANDLORD. LANDLORD TO PROVIDE POWER AND J-BOX AT LOCATION PER TENANT DRAWINGS. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 3.04 MAIN ENTRANCE/EXIT | REFER TO DOOR ELEVATIONS, SCHEDULES, & DETAILS SHEET FOR FURTHER INFORMATION. 3.07 DRIVE-THRU WINDOW | MFR: QUIKSERV | MODEL: FM42E | TO BE INSTALLED IN STOREFRONT SURROUND. COLOR TO MATCH STOREFRONT. 3.08 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. REFER TO SHEET A603 FOR FURTHER INFORMATION. 3.10 CONTROL JOINT WHERE INDICATED, PROVIDE SEALANT TO MATCH ADJACENT MATERIAL. REFER TO DETAILS FOR FURTHER INFORMATION. 3.11 INSTALL PRE-MANUFACTURED ALUMINUM CANOPY W/ TIE RODS WITH FINISHED UNDERSIDE, PROVIDED WITH SHELL CONSTRUCTION. | MANF: API, INC. | COLOR: DARK BRONZE, CANOPY TO INCLUDE LIGHTING, DRAINAGE, CANOPY UNDERSIDE TO HAVE FINISH SF3. 3.12 HORIZONTAL OR VERTICAL 'V' SCORE JOINT, REFER TO SECTIONS FOR FURTHER INFORMATION. 3.13 SECURITY CAMERA INSTALLED BY PANERA IT, GC TO PROVIDE ROUGH-IN LOCATION | COORDINATE ROUGH-IN LOCATION(S) AND HEIGHTS WITH PANERA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 3.14 4" DIA. CONCRETE BOLLARD BY LANDLORD | FINISH: PAINT SAFETY YELLOW AT DRIVE THRU | REFER TO SHEET A003 FOR FURTHER INFORMATION 3.15 6" DIA. CONCRETE BOLLARD BY LANDLORD | FINISH: PAINT SAFETY YELLOW AT DRIVE THRU, EXCEPT AT DRIVE THRU | REFER TO SHEET A003 FOR FURTHER INFORMATION 3.16 FIRE DEPARTMENT ACCESS BOX | INSTALLED ADJACENT ENTRY DOOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT. 3.19 HOSE BIBB | STAINLESS STEEL BOX. REFER TO PLUMBING DRAWINGS FOR LOCATION AND 18/A231 FOR ADDITIONAL INFORMATION. 3.21 BUILDING ADDRESS SIGN | VERIFY SIZE, LOCATION, AND STYLE WITH LOCAL FIRE DEPARTMENT 3.31 'DRIVE THRU' SIGN AS PART OF TENANT SIGNAGE BY SIGN VENDOR. SHELL GC TO PROVIDE BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED 3.36 PREMANUFACTURED RIBBED PANEL ROOF EQUIPMENT SCREENING, MFR: ROOFSCREEN, TYPE: 7.2 RIBBED PANEL COLOR: TO MATCH CHARCOAL OR EQUAL. 3.37 CONTROL JOINT, PER MANUFACTURER RECOMMENDATIONS, MFR: NICHIHA. 3.38 COMPOSITE PLANK SCREEN WALL | MFR: TREX COMPOSITE PLANK | COLOR: SF2 REFER TO SHEET A021 FOR FURTHER INFORMATION. BM ALUMINUM BREAK METAL | COLOR TO MATCH STOREFRONT BR1 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, VERTICAL PATTERN | COLOR: MCNEAR (THIN BRK.) + SANTIAGO CREATIVE MATERIALS CUSTOM BLEND (TABS WALL SYSTEM) BR2 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, HORIZONTAL PATTERN | COLOR: MCNEAR (THIN BRK.) + SANTIAGO CREATIVE MATERIALS CUSTOM BLEND (TABS WALL SYSTEM) BR3 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, VERTICAL PATTERN | COLOR: ENDICOTT (THIN BRK.) GOLDEN BUFF G1 ALUMINUM STOREFRONT | MFR: KAWNEER TRIFAB VERRSAGLAZE 451T | COLOR: DARK BRONZE | 2" x 4 1/2" PROFILE | THERMAL BREAK| 1" CLEAR INSULATED GLAZING: PPG SOLARBAN 70 (OR APPROVED EQUAL) | REFER TO SHEET A602 FOR ADDITIONAL INFORMATION PX1 EIFS SYSTEM | PRODUCT: DRYVIT OUTSULATION PLUS MD w/ MOISTURE DRAINAGE SYSTEM |TEXTURE: DRYVIT LYMESTONE | PAINTED COLOR: #105 SUEDE SF2 TREX SELECT, EARTH TONES; COLOR: PEBBLE GREY. SF3 TONGUE & GROOVE PLANKS; 6" EXTRUDED ALUMINUM SMOOTH PLANK WITH BEECHWOOD (#15BEE) FINISH, MFR: LONGBOARD SF4 SPECIALTY FINISH: RIBBED FIBER CEMENT PANEL WITH 3" CORNER PIECE BY MFR. ALL CORNERS | MFR: NICHIHA | COLOR: PANERA GREEN 1/4" = 1'-0" 4 NEW CONSTRUCTION BANNER X ELEVATION PERCENTAGES WINDOWS: 39% EIFS:8% BRICK:33% GREEN: 16% CANOPY: 5% ELEVATION PERCENTAGES WINDOWS: 9% EIFS:20% BRICK:67% WOOD: 0% GREEN: 2% CANOPY: 2% RE V . D A T E D E S C R I P T I O N TOTAL BUILDING REQUIRED: 3,404 SF (65%) PROVIDED: 3,581 SF (68%) 5,237 SF TOTAL 65% MIN GRADE A MATERIALS REQUIRED (BRICK + GLASS) 12/11/25 GENERAL NOTES: A. ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW ELEVATIONS SEE SHEET A603. B. GENERAL CONTRACTOR TO PROVIDE BLOCKING FOR EXTERIOR BUILDING SIGNS C. REFER TO SHEET A230 FOR TYPICAL CORNER DETAILS AT THIN BRICK AND NICHIHA SYSTEM - SF4. FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 2 17' -8" 124 24 A302 16 A302 BR3 PX1 3.12 3.02 3.06 BR2 3.11 3.01 3.02 3.15 3.12 3.29 3.36 T.O. MET. SCREEN 20' -4" 2 A220 T.O. STOREFRONT 10' -0" 3.13 SF3 5 3.12 3.06 BR3 BR2 BR1 3.31 3.01 3.03 3.03 3.34 PX1 3.11SF2 5 A231 5 A231 EQEQEQEQEQ 3.29 24 A231 24 A230 TYP. CORNER DETAILS BR2 BR1BR1 BR3 3.183.18 3.19 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 1 19' -4" T.O. PARAPET 2 17' -8" T.O. PARAPET 2 17' -8" ABCED.5 16 A303 24 A303 3.02 3.11 3.01 T.O. MET. SCREEN 20' -4" 3.36 1 A220 T.O. STOREFRONT 10' -0" T.O. STOREFRONT B 8' -2" B.O.DECK 16' -0" 3.38 24 A230 TYP CORNER DETAILS SF2 SF3 3.01 3.35 BR3 BR3 PX1 BR1 BR2 3.06 BR2 SF2 G1 3.11 PX1 3.03 3.12 3.12 3.12 3.12 EQ EQ EQ EQ 3.08 5 A231 2 A231 24 A231 18 A231 4 A230BR2 BR3 BR1 3.103.10 3.10 GPD GROUP, INC.® 520 So h ain S ree , Si e 2531 Fax 330.572.2101330.572.2100 Akron, OH 44311 54321 C B A D JOB NO. DESIGNER RECORD BID PERMIT DATE CONSTRUCTION PROJECT MANAGER 11/10/25 --/--/-- --/--/---- --/--/-- 2025383.08 Ba k e r y C a f e # : 6 4 9 2 20 1 7 0 I b e r i a A v e , La k e v i l l e , M N 5 5 0 4 4 EX T E R I O R E L E V A T I O N S - S H E L L A201 JOHB 1/4" = 1'-0" 24 REAR ELEVATION - NORTH 1/4" = 1'-0" 22 SIDE ELEVATION - EAST KEYED NOTES 3.01 LOCATION OF INTERNALLY ILLUMINATED FLUSH MOUNTED CHANNEL LETTERS AND/OR TRADEMARK SYMBOL; PROVIDED AND INSTALLED BY TENANT SIGN VENDOR UNDER SEPARATE PERMIT; SHELL GC TO PROVIDE BLOCKING AND POWER IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE PERMIT) 3.02 PRE-FINISHED METAL 2- PIECE SNAP-ON COMPRESSION COPING BY DUROLAST OR SIMILAR | COLOR: CHARCOAL TO MATCH RAL 7043 3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND INSTALLED BY LANDLORD. LANDLORD TO PROVIDE POW ER AND J-BOX AT LOCATION PER TENANT DRAWINGS. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 3.06 HOLLOW METAL SERVICE DOOR. EXTERIOR PAINT FINISH TO MATCH ADJACENT MATERIAL PX1. REFER TO A603 FOR ADDITIONAL INFORMATION. 3.08 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. REFER TO SHEET A603 FOR FURTHER INFORMATION. 3.10 CONTROL JOINT WHERE INDICATED, PROVIDE SEALANT TO MATCH ADJACENT MATERIAL. REFER TO DETAILS FOR FURTHER INFORMATION. 3.11 INSTALL PRE-MANUFACTURED ALUMINUM CANOPY W/ TIE RODS WITH FINISHED UNDERSIDE, PROVIDED WITH SHELL CONSTRUCTION. | MANF: API, INC. | COLOR: DARK BRONZE, CANOPY TO INCLUDE LIGHTING, DRAINAGE, CANOPY UNDERSIDE TO HAVE FINISH SF3. 3.12 HORIZONTAL OR VERTICAL 'V' SCORE JOINT, REFER TO SECTIONS FOR FURTHER INFORMATION. 3.13 SECURITY CAMERA INSTALLED BY PANERA IT, GC TO PROVIDE ROUGH-IN LOCATION | COORDINATE ROUGH-IN LOCATION(S) AND HEIGHTS WITH PANERA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 3.15 6" DIA. CONCRETE BOLLARD BY LANDLORD | FINISH: PAINT SAFETY YELLOW AT DRIVE THRU, EXCEPT AT DRIVE THRU | REFER TO SHEET A003 FOR FURTHER INFORMATION 3.18 NICKEL BRONZE NOZZLE RWL/OVERFLOW DRAIN THRU ROOF, MIN. 12" ABOVE GRADE. SEE DETAIL 23/A231. 3.19 HOSE BIBB | STAINLESS STEEL BOX. REFER TO PLUMBING DRAWINGS FOR LOCATION AND 18/A231 FOR ADDITIONAL INFORMATION. 3.29 GAS METER AND PIPING, PAINT PIPING TO MATCH BUILDING FACADE. REFER TO PLUMBING DRAWINGS FOR FURTHER INFORMATION. 3.31 'DRIVE THRU' SIGN AS PART OF TENANT SIGNAGE BY SIGN VENDOR. SHELL GC TO PROVIDE BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED 3.34 EXTERIOR ROOF ACCESS LADDER TO INCLUDE CAGE, PROVIDED BY LANDLORD. 3.35 GC TO PROVIDE NEW CONSTRUCTION BANNER, REFER TO 4/A200. VERIFY PLACEMENT ON ELEVATION WITH CPM. 3.36 PREMANUFACTURED RIBBED PANEL ROOF EQUIPMENT SCREENING, MFR: ROOFSCREEN, TYPE: 7.2 RIBBED PANEL COLOR: TO MATCH CHARCOAL OR EQUAL. 3.38 COMPOSITE PLANK SCREEN WALL | MFR: TREX COMPOSITE PLANK | COLOR: SF2 REFER TO SHEET A021 FOR FURTHER INFORMATION. BR1 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, VERTICAL PATTERN | COLOR: MCNEAR (THIN BRK.) + SANTIAGO CREATIVE MATERIALS CUSTOM BLEND (TABS WALL SYSTEM) BR2 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, HORIZONTAL PATTERN | COLOR: MCNEAR (THIN BRK.) + SANTIAGO CREATIVE MATERIALS CUSTOM BLEND (TABS WALL SYSTEM) BR3 BRICK MASONRY WALL SYSTEM | MFR: TABS WALL SYSTEM + THIN BRICK, UTILITY STACKED, VERTICAL PATTERN | COLOR: ENDICOTT (THIN BRK.) GOLDEN BUFF G1 ALUMINUM STOREFRONT | MFR: KAWNEER TRIFAB VERRSAGLAZE 451T | COLOR: DARK BRONZE | 2" x 4 1/2" PROFILE | THERMAL BREAK| 1" CLEAR INSULATED GLAZING: PPG SOLARBAN 70 (OR APPROVED EQUAL) | REFER TO SHEET A602 FOR ADDITIONAL INFORMATION PX1 EIFS SYSTEM | PRODUCT: DRYVIT OUTSULATION PLUS MD w/ MOISTURE DRAINAGE SYSTEM |TEXTURE: DRYVIT LYMESTONE | PAINTED COLOR: #105 SUEDE SF2 TREX SELECT, EARTH TONES; COLOR: PEBBLE GREY. SF3 TONGUE & GROOVE PLANKS; 6" EXTRUDED ALUMINUM SMOOTH PLANK WITH BEECHWOOD (#15BEE) FINISH, MFR: LONGBOARD X ELEVATION PERCENTAGES DOORS: 5% EIFS: 37% BRICK: 58% WOOD: 0% GREEN: 0% CANOPY: 0% ELEVATION PERCENTAGES WINDOWS: 7% EIFS:39% BRICK: 52% GREEN: 0% CANOPY: 1% DOORS: 1% RE V . D A T E D E S C R I P T I O N TOTAL BUILDING REQUIRED: 3,404 SF (65%) PROVIDED: 3,581 SF (68%) 5,237 SF TOTAL 65% MIN GRADE A MATERIALS REQUIRED (BRICK + GLASS) 12/11/25 City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Tina Goodroad, Community Development Director Julie Stahl, Finance Director Zach Johnson, City Engineer David Mathews, Building Official December 4th, 2025 CUP for a convenience restaurant with a drive-through CA, Commercial Development has submitted a conditional use permit named CA Panera Lakeville. The parent parcel (PID No. 223203200010) consists of Outlot A, Heritage Commons 9th Addition. It is zoned PUD, Planned Unit Development. The proposed development is located east of Dodd Boulevard, north of and adjacent to 202nd Street (CSAH 50), and south of and adjacent to Heritage Drive. The proposed development will be completed by: Developer: CA Commercial Development Engineer: Westwood The site consists of undeveloped land. Two existing driveways are located on the north and northeast sides of the parcel. The northeast driveway is a shared access driveway with the parcel to the east. There are no existing wetlands or trees located in or near the parcel. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. HHEERRIITTAAGGEE CCOOMMMMOONNSS 1122TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 44,, 22002255 PPAAGGEE 22 OOFF 44 EASEMENTS Prior to issuance of the conditional use permit: • A shared access easement shall be placed over the private parking lot. 202nd Street (CSAH 50) Heritage Commons 9th Addition is located north of and adjacent to 202nd Street (CSAH 50), a minor arterial County roadway as identified in the City’s Transportation Plan. The Developer is responsible for any requirements stipulated by Dakota County. Heritage Drive Heritage Commons 9h Addition is located south of and adjacent to Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. No construction improvements are proposed with the CUP request. Idealic Avenue Heritage Commons 9th Addition is located east of and adjacent to Idealic Avenue, a private street as identified in the City’s Transportation Plan. Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans approved with the final plat. The park land dedication was satisfied on the parent parcel as part of the phase one PUD for Heritage Commons in 2000 and will not be required with this final plat. Development of the site does not include the construction of public trails or sidewalks. Existing sidewalks are located along Idealic Avenue, Heritage Drive, and 202nd Street adjacent to the plat. The site is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor monitored by meter M649 and continue to the Empire Wastewater Treatment Facility. Existing 8-inch sanitary sewer extends into the parcel from Heritage Drive on the northeast portion of the parcel. Development of the site includes the HHEERRIITTAAGGEE CCOOMMMMOONNSS 1122TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 44,, 22002255 PPAAGGEE 33 OOFF 44 construction of privately owned and maintained 6-inch sanitary sewer to provide service to the development. The construction of utility services shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The Sanitary Sewer Availability Charge will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. Existing 8-inch watermain extends into the parcel from Heritage Drive on the north portion of the parcel. Development of the site will include the construction of 2-inch privately owned and maintained watermain to provide services to the development. The construction of utility service shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The property is located within subdistricts SC-52 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. The site contains less than one acre of site disturbance, however is identified as part of a common plan of development of greater than one acre. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. The applicant shall enter into a Stormwater Maintenance Agreement over the stormwater management areas prior to issuance of a Conditional Use Permit. A grading permit is required to be obtained from the City Engineering Department prior to construction commencing on the site. To issue a grading permit, the applicant must submit a revised planset that conforms to all city stormwater ordinances. The applicant shall submit a planset that conforms to all city stormwater ordinances prior to issuance of a CUP. The construction of utility service shall not be permitted prior to recording of the final plat and approval of construction plans by City Engineering. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be collected with subsequent phases of the Heritage Commons preliminary plat at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. HHEERRIITTAAGGEE CCOOMMMMOONNSS 1122TTHH AADDDDIITTIIOONN –– CCUUPP DDEECCEEMMBBEERR 44,, 22002255 PPAAGGEE 44 OOFF 44 FFEEMMAA FFLLOOOODDPPLLAAIINN AANN AALLYYSSIISS The property is shown on the Flood Insurance Rate Map (Map Nos. 27037C0211E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. There are no wetlands on the site. There are no trees within the parent parcel. The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The permit requires that all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. Changes made throughout construction must be documented in the SWPPP. An on-site preconstruction meeting shall be held with the City prior to work commencing on the site. No grading can take place until the City has reviewed and approved the SWPPP for the site. The MS4 Administration Fee has not been collected on the parent parcel and shall be paid with the final plat, calculated at the rate in effect at that time. Engineering recommends approval of the CUP subject to the stipulations outlined in this report. Applicable securities and cash requirements will be due with the final plat application. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CA COMMERCIAL DEVELOPMENT CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On December 18, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of CA Commercial Development for a conditional use permit to allow the construction of a convenience restaurant with a drive-through service window. 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 4, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Outlot A, Heritage Commons 9th Addition, Dakota County, Minnesota 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 use is consistent with the guided commercial use of the property. Finding: The proposed convenience restaurants will be compatible with the existing and future land uses in the area. 2 Finding: Provided compliance with the stipulations of the conditional use permit and PUD ordinance, the proposed use will conform to all other performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed uses can be accommodated with existing public services and will not over burden the City’s service capacity. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated December 4, 2025, 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 Senior Planner, Heather Botten dated December 4, 2025. LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair