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Item 05a - Taco Bell
City of Lakeville Community Development Planning Commission Kris Jenson, Planning Manager September 23, 2025 Packet Material for the October 2, 2025 Planning Commission Meeting Taco Bell Conditional Use Permit October 19, 2025 Marvin Development V, LLC has submitted a conditional use permit application for the development of a 2,860 square foot Taco Bell convenience food restaurant with a drive through service window to be located on a 1.07 acre parcel to be platted at the southeast corner of Cedar Avenue (CSAH 23) and 179th Street (CSAH 9). The parcel will be Lot 4, Block 1, Marketplace at Cedar when said final plat is recorded. The City Council is expected to consider the Marketplace at Cedar final plat at an upcoming meeting. The subject property is zoned M-2, Mixed Use Cedar Corridor District which requires the site develop to specific performance standards for convenience food restaurants. 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. Zoning Map C. Site Plan D. Grading Plan E. Landscape Plan F. Truck Movement G. Floor Plan H. Exterior Elevations – 2 pages I. Color Elevations – 4 pages North – 179th Street (ROW), Crossroads Shopping Center (PUD) South – Commercial parcel & stormwater management pond (M-2) East – Commercial parcel (M-2) West – Commercial parcel (M-2) 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 applicant to the subject property. . Section 11-66-7.E.1 of the Zoning Ordinance limits hours of operation from 5:00 A.M. to 11:00 P.M. unless extended by the City Council as part of the conditional use permit request. The applicant has requested an extension to the allowed hours, as has been granted to the other three Taco Bell restaurants in Lakeville. The requested hours are 5:00 AM to 2:00 AM, which is consistent with the extended hours granted with the other Taco Bell locations. Three other Taco Bell restaurants in Lakeville were permitted hours between 5:00 AM and 2:00 AM (Argonne Village and Keokuk location) to 24 hours (Spirit of Brandtjen Farm). The restaurant cannot extend their hours beyond those approved with this conditional use permit without and amendment approved by the City Council. The hours proposed by the applicant are considered acceptable at this location as part of the commercial character of the area and the separation from nearby residential zoning. The applicant has provided colored, scaled plans of each building elevation illustrating a variety of materials and color pallet as required by Section 11-66-7.E.2 of the Zoning Ordinance. The proposed building has a coordinated finish treatment for each elevation emphasizing the east, south, and west elevations of the building. The exterior finishes are two contrasting colors of thin brick veneer and windows (Grade A – 71%) and ornamental metal siding (Grade C – 29%) as required to comply with Section 11-17-9.D.1 of the Zoning Ordinance. The building elevation plans specify the grade of each material as defined by the Zoning Ordinance and percentage of these materials as used on the building. The proposed restaurant is a single-story structure, with a primary roof level of 20 feet, with the tallest point being 23 feet 6 inches for an arch over the entrance doors. The maximum allowed building height in the M-2 District is 48 feet or four stories, whichever is less. The proposed canopy over the menu board area will have a clearance height of nine feet, six inches. Landscaping. The landscape plan provides plantings on the north, east, and south sides of the site, including plantings along the east-side parking spaces to minimize headlights shining onto the entrance access drive. Sizes of proposed plantings comply with Section 11-21-9.C of the Zoning Ordinance. The City Forester reviewed the proposed landscape plan and provided comments. Evergreen shrubs must be added along a portion of the north property line to ensure that headlights from vehicles within the drive through line don’t shine onto 179th Street and an additional overstory tree must be added along the south side of the site and the spacing adjusted to 40 feet apart. The landscape plan must be updated to reflect this change prior to City Council consideration of the CUP. Including the landscape modification, the landscape plan will be considered approved. Plantings on the site must adhere to the plan and provide a as-built landscape 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 plans included a photometric lighting plan for proposed exterior lighting. The Zoning Ordinance limits exterior lighting to not more than 15 foot-candles at any location within the site and not more than one foot-candle at property lines using fixtures with horizontal shielding. The proposed lighting plan complies with Sections 11-16-17.B and 11-66-7.E.4. of the Zoning Ordinance. Entrance to the site will primarily be via a driveway on the east side, from a private drive which serves the development. The driveway location aligns with an access point to the east. The other access to the site is at the southwest corner, crossing the lot to the west for access the the main east/west private drive. Access to 179th Street is not permitted. Truck turning movements have been overlayed on the site plan to demonstrate that the site can accommodate larger delivery vehicles, who will enter from the east access and exit via the access at the southwest corner. Should the development of the parcel to the west of Taco Bell occur at a later time and therefore the connection to the east/west private drive not be available, the delivery trucks will be able to back up to the north, along the east side of the building, and exit via the east driveway in the interim. A trail will be constructed along the south side of 179th Street and a concrete sidewalk will be constructed on the east side of the private drive from 179th Street. That sidewalk continues south to connect with a sidewalk along the north side of the east/west private drive. From there, there is a sidewalk connecting to the Taco Bell entrance. The east side of the building also has a wide sidewalk between the building and parking spaces to accommodate pedestrians. There is a drive through service window on the west elevation of the building with a drive lane approaching from the north, where it has wrapped around the buidling. The access lane is separated from off-street parking areas and sidewalks and provides 180 feet of stacking space from the service window. Convenience food uses have a parking requirement of one stall per 80 square feet of floor area. Based on the building size of 2,860 square feet (minus 10% floor area as allowed by the Zoning Ordinance), 32 parking spaces are required and provided on the site. Parking spaces are proposed for the east and south sides of the site, which minimizes conflict with the drive-through lane. The off-street parking spaces and drive aisles meet Zoning Ordinance requirements for size and dimensions. All proposed signs are subject to the allowances established for the M-2 District by Section 11-23-19.D of the Zoning Ordinance. Wall signs are shown on the east and west elevations; the Zoning Ordinance allows a corner lot to have 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. A freestanding sign is not permitted for the site. The drive through lane indicates one menu sign of approximately 25 square feet. 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. The M-2 District requires a 30-foot setback when abutting a major collector or arterial street, with 10-foot setbacks to all other property lines. Parking stalls must be setback 15 feet from public rights-of-way and five feet from all other property lines. The proposed building and parking area comply with the required setbacks from 179th Street and the other parcels within the development. The building is setback 76 feet from the north property line (179th Street) and over 30 feet from all other property lines. . A transformer is indicated on the site plan at the rear (north side) of the building and is surrounded by landscaping. Any additional mechanical equipment that may be added to the site must be screened with landscaping (ground level) or by panels (rooftop). The stacking lane, order board intercom, and service window are all located so as to have minimal disruption to adjacent properties. . Trash storage will be internal and located at the northeast corner of the building. Community Development Department staff recommends approval of the Taco Bell conditional use permit, subject to the following stipulations: 1. This CUP is contingent upon the approval and recording of the Marketplace at Cedar final plat. 2. The hours of operation shall not exceed 5:00 AM to 2:00 AM, seven days a week, as allowed by approval of this CUP. 3. Signs shall comply with Zoning Ordinance requirements and receive sign permit approval prior to installation. 4. Prior to City Council consideration, the landscape plan must be updated to add evergreen shrubs along a portion of the north property line to ensure that headlights from vehicles within the drive through line don’t shine onto 179th Street and an additional overstory tree must be added along the south side of the site and the spacing adjusted to 40 feet apart. Plantings on the site must adhere to the plan and an as-built landscape plan provided prior to inspection of the installed landscaping. An escrow shall be submitted with the building permit application to guarantee installation of the approved landscaping. Findings of Fact for approval of the conditional use permit request are attached. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA MARVIN DEVELOPMENT V, LLC CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On October 2, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Marvin Development V, LLC for a conditional use permit to allow the construction of a Taco Bell convenience food restaurant with a drive through service window on property located in the M-2, Mixed Use Cedar Corridor District, south of 179th Street (CSAH 9) and east of Cedar Avenue (CSAH 23). 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 will be, upon the recording of the Marketplace at Cedar final plat: Lot 4, 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 use is consistent with the guided mixed use of the property. Finding: The proposed convenience restaurant use will be compatible with the existing and future land uses in the area. 2 c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit, the proposed convenience restaurant use will conform to all 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 the subject property are adequate to accommodate traffic from the proposed convenience restaurant use. 5. The report dated September 23, 2025 and prepared by Kris Jenson, Planning Manager 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 Kris Jenson, Planning Manager, dated September 23, 2025. LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair Dakota County, Maxar, Microsoft CE D A R A V E N U E ( C S A H 2 3 ) 179TH ST (CSAH 9) Future Marketplace at Cedar plat Taco Bell - Approximate location ± 181ST ST GL A N S H A W A V E GLACIER WAY City of Lakeville Location Map Taco Bell CUP EXHIBIT A GLASGOW AVE C-3 P/OS P/OS P/OS PUD RM-1 P/OS PUD PUD P/OS RM-1 RS-4 RST-2 M-2 RM-3 CE D A R A V E N U E ( C S A H 2 3 ) 179TH ST (CSAH 9) Future Marketplace at Cedar plat Taco Bell - Approximate location ± 181ST ST GL A N S H A W A V E GLACIER WAY City of Lakeville Zoning Map Taco Bell CUP EXHIBIT B GLASGOW AVE STO STO STO STO STO STO STO STO ST O ST O ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SA N SA N SA N SA N SA N SA N SA N SAN ST O S S SSS WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWAT WAT WAT WATWATWATWATWAT GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ST O STO STO STO STO STO STO STO STO STO STO STO STO STO PROPOSEDBUILDING2,860 SFFFE=1000 9' C A B A D S.3 D A B 20'24'20' 9' 12' 10' 6' 12' 12' 5' 4' 24' F G H I K J 1 8 9 S.2 15 19B 19A S.2 S.4 S.1 S.1 R8' R3'R8'R8' R1' R20' R20' 9' D 9' 9' 9' A B 20' S.1 11 B A 6 R44' 4' L L 13 13 13 13 19C M J 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 M I 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 : N: \ 0 0 6 0 5 9 8 . 0 0 \ D W G \ C I V I L \ 0 0 6 0 5 9 8 S P 0 1 . D W G 08/01/2025 MA R K E T P L A C E A T C E D A R C200 LA K E V I L L E , M N MA R K E T P L A C E A T CE D A R SI T E P L A N 43 0 1 9 08 / 0 1 / 2 0 2 5 GR E T C H E N S C H R O E D E R 54 2 5 B O O N E A V E N NE W H O P E , M N 5 5 4 2 8 BO R D E R F O O D S ... 08 / 0 1 / 2 0 2 5 NOT FOR CONSTRUCTION © 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' 09 / 0 8 / 2 0 2 5 .... RE S P O N S E T O C I T Y C O M M E N T S .... 20 ' 4' o r 2 ' PROJECT NUMBER: 0060598.00 we s t w o o d p s . c o m 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 . Ph o n e ( 9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1 B612 CURB AND GUTTER 6 CONCRETE CROSS GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PRIVATE PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 13 TRAFFIC ARROW 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 19 PAVEMENT SECTIONS 1 ·EXISTING ZONING:M2, MIXED USED CEDAR CORRIDOR DISTRICT ·PROPOSED ZONING:M2, MIXED USED CEDAR CORRIDOR DISTRICT ·PARCEL DESCRIPTION:TBD ·PROPERTY AREA:46,523 SF (1.07 AC) ·EXISTING IMPERVIOUS SURFACE:0 SF (0%) ·PROPOSED IMPERVIOUS SURFACE:33,674 SF (72.4%) ·BUILDING GROSS SIZE:2,860 SF ·FLOOR-AREA-RATIO(FAR):.060 ·BUILDING SETBACK PER CODE:10'=FRONT10'=SIDE10'=REAR ·PARKING SETBACK:10'=FRONT AND ROW5'=SIDE AND REAR ·PARKING SPACE/DRIVE AISLE:9' WIDE X 20' LONG, 24' AISLE ·PARKING RATIO REQUIREMENT CITY OF LAKEVILLE MNRESTAURANT W/DRIVE-THRU:1 SPACE / 80 SF OF BLDG RESTAURANT W/DRIVE-THRU 32 SPACES (2860 * .1= 2574/80= 32.1)TOTAL SPACES REQUIRED:32 SPACES ·PARKING PROVIDED:32 SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, 12701 WHITEWATER DR STE300, MINNETONKA, MN 5534. 4/10/2025. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY/PLAT FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, 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 B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE 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 THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T A TRANSITION CURB B FLUSH CURB C PAINT 4" WHITE DIAGONAL STRIPING D PAINT TRANSITION CURBS SAFETY YELLOW F MENU BOARD AND ORDER STATION (SEE ARCH PLANS) G OVERHEAD CLEARANCE BAR AND CONCRETE BASE (SEE ARCH PLANS) H TRANSFORMER I BIKE RACK (SEE ARCH PLANS) J MONOPOUR CONCRETE CURB AT BUILDING FACE (SEE ARCH & STRUCT.) K MATCH EXISTING PATH L MATCH EXISTING CURB M FUTURE DRIVE THRU SITE KEYNOTESA S.1 S.10 S.2 S.3 REFERENCE STOP SIGN 30" X 30"R1-1 SIZE MnDOT DESIGNATION S.4 HANDICAP ACCESSIBLE PREFERRED PARKING SIGN DO NOT ENTER 12" X 18" SEE ARCH 30" X 30" R7-8M N/A R5-1 SIGN LEGEND EXHIBIT C STO STO STO STO STO STO STO STO ST O ST O ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SA N SA N SA N SA N SA N SA N SA N SAN ST O S S SSS WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWAT WAT WAT WATWATWATWATWAT PROPOSEDBUILDING2,860 SFFFE=1000 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ST O STO STO STO STO STO STO STO STO STO STO STO STO STO 999.35 B 999.85F 999.35 B 999.85F 999.35 999.25 999.90 999.75 999.75999.79 999.85 998.96 998.96 B 999.27F 999.27 B 999.70F 999.20 B 999.42F 999.42 999.50 999.50 999.35 999.35 999.05 999.35 997.87 998.75 998.23 998.01 997.57 997.74 997.57 996.75 998.50 999.11 999.11 999.89 999.89 998.45 B 998.60F 998.60 B 998.50F 998.50 997.82 998.67 998.77 998.85 998.75 998.37 998.30 999.48 999.14 998.90 B 999.35F 999.35 B 999.35F 999.35 B 999.75F 999.25 B 999.85F 999.35 B 999.40F 999.40 B 999.40F 999.40 B 999.95F 999.45 B 999.05F 998.55 B 998.91F 998.41 997.53 1000 1001 1002 100 31000 999 999 1001 1002 99 9 99 8 999 99 6 997998 996 997 998 999 998 998.46 998.36 998.36 997.74 999.20 999.50 998.70 999.10 999.00 998.66 998.30 999.40 99 9 999.00 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 M I 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 : N: \ 0 0 6 0 5 9 8 . 0 0 \ D W G \ C I V I L \ 0 0 6 0 5 9 8 G D 0 1 . D W G 08/01/2025 MA R K E T P L A C E A T C E D A R C300 LA K E V I L L E , M N MA R K E T P L A C E A T CE D A R GR A D I N G P L A N 43 0 1 9 08 / 0 1 / 2 0 2 5 GR E T C H E N S C H R O E D E R 54 2 5 B O O N E A V E N NE W H O P E , M N 5 5 4 2 8 BO R D E R F O O D S ... 08 / 0 1 / 2 0 2 5 NOT FOR CONSTRUCTION © 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' 09 / 0 8 / 2 0 2 5 .... RE S P O N S E T O C I T Y C O M M E N T S .... 20 ' 4' o r 2 ' PROJECT NUMBER: 0060598.00 we s t w o o d p s . c o m 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 . Ph o n e ( 9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 0.00% 900.00 900.00 TW=XXX.XXBW=XXX.XX E.O.F. 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ONTHIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS ANDUTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BENOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, ANDEXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD ORSEED. 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 TRAFFICCONTROL 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 TOPLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOTSTANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ONTHIS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING ANDPROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHEREELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTERFLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHEDSURFACE GRADE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALLDISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER ANDTHE REGULATING AGENCIES.11. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDINGTHE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS. 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 BYMAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMPTRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDERSUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 13. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREASSHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD ASOUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICALENGINEER. 14. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 15. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES. 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTILVIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCEON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDEREDINCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BEAWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BEINCIDENTAL TO THE GRADING CONTRACT. 3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OFTHE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARYTO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO:CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUETHROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAYDIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTYAND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVEDAFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALLTEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTERTHE TURF IS ESTABLISHED. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BEPROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLICSTREETS. 5. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP& OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP.THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS. 6. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 7. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY. A. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE B. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE. C. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 8. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED. 9. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEMTO TRAP SEDIMENT. 10. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDINGTHE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS. 11. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION.LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH APOSITIVE OUTFLOW. GENERAL EROSION CONTROL NOTES EXHIBIT D STO STO STO STO STO STO STO ST O ST O ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SAN ST O S S SSS WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWAT WAT WAT WATWATWATWAT C GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ST O ST O STO STO STO STO STO STO STO STO STO STO STO PROPOSEDBUILDING2,860 SFFFE=1000 3 - LLH 3 - PPC5 - HOA 4 - PPC 1 - BOL 1 - BHS 1 - BOL 7 - LDN3 - PPC 5 - KFG 5 - PPC 6 - KFG 3 - LDN 9 - LDN 10 - KFG 3 - LDN 3 - PPC 3 - ABM 3 - SSC 14 - KFG 16 - KFG C B A C C C C C C C C C C C C BA B A C B A B A A CODE QTY COMMON / BOTANICAL NAME SIZE SPACING MATURE SIZE CONIFEROUS TREESBHS 1 BLACK HILLS WHITE SPRUCE / PICEA GLAUCA 'DENSATA'6` HT B&B AS SHOWN H 35`-45` W 20`-25` DECIDUOUS TREESABM3 AUTUMN BLAZE® MAPLE / ACER X FREEMANII 'JEFFERSRED'2.5" CAL AS SHOWN H 40-50` W 30-40`BOL 2 BOULEVARD AMERICAN LINDEN / TILIA AMERICANA 'BOULEVARD'2.5" CAL AS SHOWN H 50-60` W 25-30` ORNAMENTAL TREESSSC 3 SPRING SNOW CRABAPPLE / MALUS X 'SPRING SNOW'1.75" CAL.AS SHOWN H 20-25` W 15-20` CONIFEROUS SHRUBSHOA5HOLMSTRUP ARBORVITAE / THUJA OCCIDENTALIS 'HOLMSTRUP'#5 CONT. 4`-0" O.C. H 6-10` W 4-5` DECIDUOUS SHRUBLLH3 LITTLE LIME® HYDRANGEA / HYDRANGEA PANICULATA 'JANE'#5 CONT. 4`-0" O.C. H 3-5` W 3-4`LDN 22 LITTLE DEVIL™ DWARF NINEBARK / PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL'#5 CONT. 3`-0" O.C. H 3-4` W 3-4` PERENNIALSPPC18 PALACE PURPLE CORAL BELLS / HEUCHERA MICRANTHA 'PALACE PURPLE'#1 CONT. 18" O.C. H 8-10" W 15-18" GRASSESKFG51 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C. H 4-5` W 2-3` 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 M I 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 : N: \ 0 0 6 0 5 9 8 . 0 0 \ D W G \ C I V I L \ 0 0 6 0 5 9 8 P L 0 1 . D W G 08/01/2025 MA R K E T P L A C E A T C E D A R L100 LA K E V I L L E , M N MA R K E T P L A C E A T CE D A R LA N D S C A P E PL A N & N O T E S 08 / 0 1 / 2 0 2 5 54 2 5 B O O N E A V E N NE W H O P E , M N 5 5 4 2 8 BO R D E R F O O D S ... 08 / 0 1 / 2 0 2 5 44 0 1 8 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 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' 09 / 0 8 / 2 0 2 5 .... RE S P O N S E T O C I T Y C O M M E N T S .... 20 ' 4' o r 2 ' PROJECT NUMBER: 0060598.00 we s t w o o d p s . c o m 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 . Ph o n e ( 9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 A BUFF LIMESTONE ROCK MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) ALANDSCAPE KEYNOTES LANDSCAPE LEGEND SHRUBS OVERSTORY DECIDUOUS TREE PERENNIALS EDGER OVERSTORY CONIFEROUS TREE 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALLUNDERGROUND 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 THELANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THELANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALLHAVE 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 NOTLIMITED 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 FORSIZE 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. IFTHIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE ISPLANTED, 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. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING ANDPROPOSED 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. LANDSCAPECONTRACTOR 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 BEEXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESSSPECIFIED 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 USEDAROUND ALL TREES WITHIN TURF AREAS. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVEDEQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCHTO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BEAPPROVED 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 CENTERWITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGINGWHERE 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 EXISTINGCONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITHSHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDYBLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF3:1 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 LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TOINSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMALPROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALLHAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BEOBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATIONSYSTEM 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 DISTURBEDDURING 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 .= QUANTITYCONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PLANT SCHEDULE LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTING LA27-C N.T.S. 2XCONT.DIAMETER SET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIEDPLANTING 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, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADE LAST REVISED:10/19/18DECIDUOUS TREEPLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE. REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP. 2XBALLDIAMETER SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE. REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP. 2XBALLDIAMETER LAST REVISED:10/19/18EVERGREEN TREEPLANTING LA29 N.T.S. ORNAMENTAL TREE EXHIBIT E STO STO STO STO STO STO STO STO ST O ST O ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SA N SA N SA N SA N SA N SA N SA N SAN ST O S S SSS WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WATWATWATWAT WAT WAT WATWATWATWATWAT GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ST O STO STO STO STO STO STO STO STO STO STO STO STO STO PROPOSEDBUILDING2,860 SFFFE=1000 Steering AngleLock to Lock Time Articulating Angle WB-40 Trailer TrackTractor TrackTrailer WidthTractor Width 12.503.00 feet 8.00 8.00: 8.00 8.00 ::: 0.00 3.00 25.50 7.50 33.00 ::: 6.020.370.0 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 M I 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 : N: \ 0 0 6 0 5 9 8 . 0 0 \ D W G \ C I V I L \ 0 0 6 0 5 9 8 X B 0 1 . D W G 08/01/2025 MA R K E T P L A C E A T C E D A R X100 LA K E V I L L E , M N MA R K E T P L A C E A T CE D A R TR U C K MO V E M E N T 43 0 1 9 08 / 0 1 / 2 0 2 5 GR E T C H E N S C H R O E D E R 54 2 5 B O O N E A V E N NE W H O P E , M N 5 5 4 2 8 BO R D E R F O O D S ... 08 / 0 1 / 2 0 2 5 NOT FOR CONSTRUCTION © 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' 09 / 0 8 / 2 0 2 5 .... RE S P O N S E T O C I T Y C O M M E N T S .... 20 ' 4' o r 2 ' PROJECT NUMBER: 0060598.00 we s t w o o d p s . c o m 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 . Ph o n e ( 9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 EXHIBIT F 2X 6 2X 6 2X6 2X 6 2X 6 2X 6 2X 6 2X6 2X 6 2X 6 2X 6 2X 6 2X 6 2X 6 2X6 2X62X6 2X 6 2X6 2X4 2X42X4 2X42X4 2X 4 2X 4 2X 4 2X 4 2X 4 2X 4 2X 4 2X4 2X4 2X 6 2X4 2X 6 2X4 2X6 2X 4 2X 4 2X 4 2X6 2X 4 2X6 2 A301 3 A301 1 A301 1 A300 95'-3" 29 ' - 1 1 " 95'-3" 29 ' - 1 1 " 3'-10"8'-0" R.O. 3"12'-11" R.O. 70'-3" 5 1 / 2 " 9' - 6 " R. O . 19 ' - 1 1 1 / 2 " 5 1/2"3'-1 1/2" R.O. 4 1/2"6'-4 1/2" R.O. 4 1/2"3'-1 1/2" R.O. 12'-5"12'-0 1/2" R.O. 3 1/2"3'-4 1/2" R.O. 3 1/2"9'-0" R.O. 12'-10 1/2"3'-10 1/2" R.O. 11'-4"12'-0" R.O. 3'-11" 33'-11"16'-2"18'-2"8 3/8" 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 3' - 5 " 8"8" 3'-0" 38'-5 1/2" CL 3"13'-0"6'-0"3 1/2"14'-11 1/2"4'-6"4'-3" 3 1 / 4 " 8' - 0 " 3 1 / 4 " 6' - 0 1 / 2 " 14 ' - 5 " 11'-6"8'-0 1/2"7'-2"6'-6 1/2"10'-3 1/2"20'-1 1/2" 6'-10"8'-10"1'-0"3'-5 1/2"10'-0 1/2" 3'-10"6'-5 1/2" 2' - 1 1 / 4 " 4' - 4 " 2' - 6 3 / 4 " 3' - 5 " 16 ' - 7 " 1' - 1 1 " 13 ' - 2 " 10 ' - 3 1 / 2 " 10 ' - 3 1 / 2 " 6' - 5 1 / 2 " 6' - 3 " 6' - 0 " 6'-5 1/2" 2' - 3 " 2' - 8 " 4' - 1 1 / 4 " 11 ' - 1 1 1 / 2 " 5' - 7 1 / 2 " 10'-3 1/2" 3' - 7 " 1' - 0 1 / 2 " 3'-10"15'-1" 2' - 5 " 2' - 5 " TRASH OFFICE COOLERFREEZER MEN WOMEN PASSAGE 1'-6"10'-0"1'-6"4'-11" DINING CUSTOMER SELF-SERVE SERVING DRIVE-THRU KITCHEN TB COOK DRY STOR. WARE WASHING PREP DRY STOR. UTILITY 3' - 5 1 / 4 " FLOOR PLAN A200 FLOOR PLAN1/4"=1'-0"1 MARKETPLACE AT CEDAR DEVELOPMENT LOT 4 LAKEVILLE, MN 55044 TB21-19 GGD 08.01.2025SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT / GGD Applicant/Owner: MARVIN DEVELOPMENT V, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 30 SEATS / 2,860 S.F. TACO BELL - LAKEVILLE, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com 09.17.2025 SITE PLAN REVIEW UPDATE ADDRESS CITY COMMENTS: N WALL LEGEND FLOOR PLAN NOTES TYPICAL EXTERIOR WALL: 2X6 WD. STUDS AT 16" O.C. WITH SHEATHING AS SCHEDULED (SEE STRUCTURAL DRAWINGS) AND R-21 FIBERGLASS BATT INSULATION U.N.O. FULLERTON SHALL PROVIDE EXTERIOR AIR BARRIER. TYPICAL INTERIOR WALL: 2X4 WD. STUDS AT 16" O.C. (2X6 OR 2X8 WHERE NOTED). INTERIOR SOUND-RATED WALL: TYPICAL INTERIOR WALL WITH 3 1/2" OR 5 1/2", UNFACED FIBERGLASS BATT INSULATION. HOOD WALL: TYPICAL INTERIOR WALL WITH METAL STUDS, 1/2" CEMENT WALL BOARD AND 20 GA. S.S. PANEL BEHIND HOOD. SHEAR WALL: (SHOWN SHADED- VERIFY LOCATIONS WITH FULLERTON PLANS) PLYWOOD SHEAR WALL SHEATHING FROM SILL PLATE TO TOP PLATE PER FULLERTON PLANS. INSTALL SECOND LAYER OF SHEATHING PER WALL SUBSTRATE OUTLINE BELOW AS REQUIRED TO ACCOMMODATE FINISHES SCHEDULED. (WHERE WALL FACE EXTENDS BEYOND SHEAR WALL- EXTEND SECOND LAYER OF SHEATHING SO FINISHES RUN CONTINUOUS. DIMENSIONS: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. REFER TO FOUNDATION PLAN FOR FACE OF CONCRETE DIMENSIONS. 2. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MINIMUM REQUIRED NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES WITH VENDOR PRIOR TO INTERIOR WALL FRAMING. WINDOWS / DOORS: 1. SEE SHEET A000 FOR WINDOW TYPES AND DOOR SCHEDULE. 2. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENINGS. FINISH SUBSTRATES: 1. PROVIDE 1/2" THICK CEMENT WALL BOARD. FROM FLOOR SLAB TO 5" OR 12" A.F.F. MINIMUM (SEE WALL LEGEND) IN LIEU OF FINISHES SHEATHING AT WALLS EXCEPT SHEAR WALL SURFACES, U.N.O. (SHEAR WALL SHEATHING T.O. SLAB TO B.O. DECK) 2. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 3. ALL BACK OF HOUSE, OFFICE, AND WALK-IN COOLER/FREEZER WALLS SHALL HAVE 1/2" CDX PLYWOOD SUBSTRATE, U.N.O. DECOR: 1. SEE A203 FOR FLOOR FINISHES. 2. SEE A204 FOR CEILING FINISHES. 3. SEE A205 FOR SEATING PLAN AND DETAILS. 4. SEE A600, A601 AND A602 FOR WALL FINISHES. GENERAL: 1. FULLERTON BUILDING SYSTEMS TO ENSURE THAT ALL NAIL / SCREW FASTENING POINTS ARE CLIPPED OFF / REMOVED WITHIN WALL CAVITY PRIOR TO INSTALL OF WALL INSUL. AND VAPOR BARRIER. G.C. TO COORDINATE. 2. FULLERTON BUILDING SYSTEMS TO ENSURE ALL "L" ROOF TRUSS CLIPS AND FASTENERS ARE INSTALLED CORRECTLY WITHIN THEIR RESPECTIVE CLIP SLOTS. G.C. TO COORDINATE. 3. G.C. TO PROVIDE UNFACED FIBERGLASS BATT INSULATION R-21 WITH POLY VAPOR BARRIER AT EXTERIOR WALL STUD CAVITY. TAPE AND SEAL ALL VAPOR BARRIER SEAMS. 4. OWNER TO PROVIDE THREE FIRE EXTINGUISHERS - (2) 10 LB. ABC AND (1) K CLASS - TO COMPLY WITH LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING AGENT. 5. THESE DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. 6. ALL ATTACHMENTS MADE THROUGH WALLS SHALL BE SLEEVED OR GROMMET SET IN SEALANT TO PREVENT DAMAGE TO THE FINISH. 7. ALL PENETRATIONS THROUGH WALLS & CEILINGS SHALL BE SEALED USING MFR'S. APPROVED METHOD. 8.ALL WALL AND CEILING PENETRATIONS IN TRASH ROOM TO BE SEALED WITH A FIRE RATED SEALANT. 9. PAINT ALL EXTERIOR EXPOSED PIPING TO MATCH ADJACENT WALL. 10. PROVIDE 4" RIGID INSULATION R-20 WITH 1/2" BILDRITE PROTECTION BOARD ON EXTERIOR FACE OF RIGID INSULATION ON THE FOUNDATION, FROM TOP OF FOOTING TO TOP OF FOUNDATION CONTINUOUSLY AROUND PERIMETER OF FOUNDATION. FLOOR PLAN KEY NOTES ***** NO SUBSTITUTIONS PERMITTED FOR CEMENT WALLBOARD ***** LOCATION OF INTERIOR GREASE INTERCEPTOR STARTING POINT. ALL SUB-TRADES SHALL USE THIS POINT AS A BEGINNING LAY-OUT (INSIDE FACE OF EXTERIOR WALL STUDS). 6" STUD INTERIOR WALL, FINISHED PER WALL LEGEND. ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECTRICAL DRAWINGS. HOOD WALL, SEE WALL LEGEND. ALUMINUM ROOF LADDER AND SECURITY GATE. SEE DETAILS 9, 19 AND 20/A500. INSTALL OWNER SUPPLIED CO2 FILL BOX. SEE EXTERIOR ELEVATIONS 1/A300 AND DETAIL 4/A502. COORDINATE LOCATION WITH OWNER. ALUMINUM THRESHOLD, SEE DETAIL 1 AND 8/A501. MOP SINK. REFER TO SHEET A002 AND A205. PROVIDE STEEL PIPE BOLLARD AND INSTALL OWNER SUPPLIED YELLOW PROTECTIVE COVER. SEE CIVIL DRAWINGS. SEE DETAILS 4/A101. NOT USED. ELECTRICAL PANELS RECESSED IN WALL. SEE ELECTRICAL DRAWINGS. SHEAR WALL LOCATION. SEE DETAILS 7 & 8/A503. SYRUP BUNDLE THRU CEILING. CUT CEILING TILE TIGHT AROUND SYRUP BUNDLE. INSTALL SEALANT SO NO GAPS OR OPENINGS. (VERIFY LOCATION W/ OWNER.) INSTALL OWNER SUPPLIED WALL MOUNTED WATER HEATER. CONTRACTOR TO PROVIDE REQUIRED FLUE VENTING. PROVIDE DOOR SWEEPS AT ALL EXTERIOR DOORS. SEE SHEET A000. KEEP CLEAR FOR UTILITIES AND SYRUP LINES. SEE DETAIL 3/A504. NOT USED. DASHED LINE INDICATES CONCRETE STOOP. SEE STRUCTURAL DRAWINGS. WALL / BASE DETAIL AT HOOD WALL. SEE 9/A503. WALL / BASE DETAIL AT TOILET ROOM WALLS. SEE 18/A503. METAL STUDS AT WIDTH OF KITCHEN HOOD - EXTEND 1'-6" MIN. BEYOND EDGE OF HOOD. INSULATE TRASH ROOM WALLS AND CEILING. THRU WALL ROOF SCUPPER AND DOWNSPOUT. 3'-4"X7'-0" FINISHED OPENING. G.C. TO INSTALL OWNER SUPPLIED STAINLESS STEEL WRAP AT JAMBS AND HEAD. PROVIDE GREASE INTERCEPTOR. COVER PLATE TO BE FLUSH WITH FLOOR FINISH. SEE CIVIL AND PLUMBING DRAWINGS. WATER METER LOCATION. TO BE LOCATED AS TIGHT AS POSSIBLE TO EXTERIOR WALL. PARTIAL HEIGHT WALLS. SEE 5/A602 AND ELEVATIONS ON A600 FOR HEIGHT. PROVIDE 1/2" SHEATHING AS SCHEDULED AT ALL SURFACES AT CUBBY FIXTURE OPENING. FINAL COORDINATE FINISHED OPENING WITH DECOR VENDOR. INSTALL OWNER SUPPLIED WINDOW SHADES AT LOCATIONS AND QUANTITIES VERIFIED THROUGH OWNER. WINDOW SHADES TO BE: MANUFACTURER: ROLL-A-SHADE. PHONE: 1.888.245.5077. MODEL: LEGACY SYSTEMS, MANUAL OPERATION. MATERIAL: MERMET KOOL BLACK, 5" OPENESS. COLOR: T.B.D. (BY OWNER). BRACKETS AND BOTTOM RAIL TO BE POWDERED COATED BLACK CLUTCHES TO BE BLACK WITH STAINLESS STEEL CHAIN AND BLACK CHILD SAFETY TENSION DEVICE. VERIFY WINDOW DIMENSIONS. PROVIDE NO SMOKING SIGNAGE ON ENTRY DOORS. PROVIDE 8" H. WHITE VINYL ADDRESS NUMBERS ON WINDOW AT TOP. SEE 2/A301. PULL STATION FOR HOOD FIRE SUPPRESSION SYSTEM. GAS METER. G.C. TO PROVIDE FIRE DEPARTMENT KNOX LOCK BOX. COORDINATE FINAL LOCATION WITH L.A.H.J. PROVIDE STEEL PLATE JAMBS AND HEAD AT OVERHEAD DOOR. EPOXY PAINT. SEE 2/A402. O.H. DOOR AS SCHEDULED. HOT AND COLD WATER HOSE BIB. SEE PLUMBING DRAWINGS. PROVIDE 1/2" PLYWOOD AND WHITE FRP WALL FINISH WITH TRIM FROM FINISHED FLOOR TO PLYWOOD BUMP RAIL. PAINT WALL AND BUMP RAILS ABOVE. SEE 14/A600. PROVIDE TREATED 3/4" PLYWOOD BUMP RAIL. SEE 14/A600 RECYCLE AND TRASH CONTAINERS PROVIDED BY OWNER. PROVIDE OVERHEAD CEILING MOUNTED GAS FIRED UNIT HEATER. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. SERVICE COUNTER PROVIDED BY OWNER'S DECOR VENDOR. WATER CONDITIONING SYSTEM. SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. SEE EQUIPMENT PLAN AND SCHEDULE. ONE-HOUR FIRE RATED WALL (SECTION 722.6 - TIME ASSIGNED TO WALLBOARD MEMBRANES): G.C. TO INSTALL (2) LAYERS 5/8" TYPE 'X' GYP. BD. APPLIED TO TRASH ROOM SIDE OF STUD WALL PANEL PROVIDED BY FULLERTON. TAPED AND FINISHED AS REQUIRED. (INSTALL 1/2" PLYWOOD W/ F.R.P. FINISH TO 4'-0" AS NOTED IN WALL LEGEND OVER GYP. BD. ONE-HOUR FIRE RATED CEILING: UL DESIGN NO. P522. SEE REFLECTED CEILING PLAN A204 AND KEY NOTES. PROVIDE THRU WALL FRESH AIR IN-TAKE LOUVER AND SCREEN WITH BACK DRAFT DAMPER. SEE ELECTRICAL AND MECHANICAL DRAWINGS. PROVIDE THRU CEILING / ROOF EXHAUST FAN. FAN CONTROLLED BY TIME CLOCK. SEE ROOF, REFLECTED CEILING, ELEC. AND MECH. DWG'S. COORDINATE LOCATION. AUTOMATIC GARAGE DOOR OPENER MOUNTED TO CEILING AS SCHEDULED. SEE ALSO ELECTRICAL DRAWINGS. IF GAS SHUT OFF REQUIRED BY LOCAL INSPECTOR TO BE INTERIOR OF BUILDING (VERIFY): PROVIDE PROTECTIVE PIPE GUARD OR SHEET ROCK ENCLOSURE WITH ACCESS PANEL TO GAS SHUT OFF FROM B.O. GAS PIPE TO CEILING AS REQUIRED. GREASE COLLECTION SYSTEM TANK. PROVIDED AND INSTALLED BY OWNER. PARTIAL HEIGHT WALL. SEE DETAILS FOR ADDITIONAL INFORMATION. INSTALL VAPOR BARRIER ON FACE OF EXTERIOR 2X6 WALL STUDS TYP. FULL HEIGHT. INSTALL INTERIOR 2X4 WALL OVER VAPOR BARRIER TO BOTTOM OF SOFFIT FRAMING. 6'-0" DIAMETER SLOPED FLOOR TO DRAIN. SEE A203 FLOOR FINISH PLAN. DASHED LINE DENOTES METAL CANOPY ABOVE WITH LIGHTS. PROPOSED LOCATION OF 'ABC' CLASS FIRE EXTINGUISHER. (PROVIDED BY OWNER, INSTALLED BY G.C.) COORDINATE FINAL LOCATION WITH LOCAL INSPECTOR PRIOR TO INSTALL. PROPOSED LOCATION OF 'K' CLASS FIRE EXTINGUISHER. (PROVIDED BY OWNER, INSTALLED BY G.C.) COORDINATE FINAL LOCATION WITH LOCAL INSPECTOR PRIOR TO INSTALL. DASHED LINES DENOTE GYPSUM BOARD CEILING OR BULKHEAD ABOVE. SEE REFLECTED CEILING PLAN A204. OWNER SUPPLIED EASIWASH EQUIPMENT. INSTALL BY G.C. INSTALL OWNER SUPPLIED EASIWASH (EQUIP. #B-500) REMOTE VALVE & CONTROL STAINLESS STEEL ENCLOSURE. SEAL WALL PENETRATION AIR & WEATHER TIGHT. FINAL COORDINATE LOCATION WITH OWNER. G.C. TO PROVIDE PVC SLEEVE EXPOSED AT INTERIOR SIDE OF EXTERIOR WALL TIGHT IN CORNER OF WALLS. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. DASHED LINE DENOTES METAL CANOPY ABOVE. PLUMBING WALL AT SHEAR WALL. NOTE: INSTALL SHEAR WALL WITH REQUIRED SHEATHING EACH SIDE FIRST. THEN INSTALL PLUMBING WALL STUDS AND SHEATHING PER WALL LEGEND ON A200 AFTER SHEAR WALL SHEATHING INSPECTION. PROVIDE FRAMING AND STRUCTURE AS REQUIRED FOR FUTURE DRIVE-THRU WINDOW R.O. AND BLOCKING FOR FUTURE CANOPY. SEE SECTIONS FOR ADDITIONAL INFORMATION. AREA TO BE KEPT CLEAR OF UTILITIES TO ENSURE INSTALLATION OF DRIVE-THRU EQUIPMENT CAN BE INSTALLED PER PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 48 49 50 51 52 53 54 55 56 57 58 43 59 60 44 45 61 62 46 47 26 WALL SUBSTRATES: SEE FULLERTON DRAWINGS FOR ADDITIONAL INFORMATION - DINING ROOM: 1/2" GYPSUM WALLBOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. SEE 17 & 19/A503. (NOTE: 1/2" CEMENT BOARD IS TO BE SUBSTITUTED FOR GYPSUM WALLBOARD FOR THE FIRST 5" A.F.F. FOR BASE TILE APPLICATION. (SEE ELEVATION DRAWING SHEET A600 FOR LOCATIONS) - KITCHEN, OFFICE & WALK-IN COOLER/FREEZER WALLS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO 12" A.F.F., SEE 20/A503. 1/2" CDX PLYWOOD WITH F.R.P. SURFACE FINISH FROM 12" A.F.F. TO 6" ABOVE CEILING HEIGHT U.N.O. 1/2" CEMENT WALLBOARD FULL HEIGHT ON METAL STUD WALLS AT HOOD WITH STAINLESS STEEL WALL PANEL LOCATIONS. SEE HOOD WALL LEGEND ABOVE. - RESTROOM WALLS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF CERAMIC WALL TILE FINISH, WITH 1/2" HI-IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. (SEE SHEET A201 FOR HEIGHTS AND LOCATIONS) NO SUBSTITUTIONS ALLOWED. FINISH AS SCHEDULED. SEE 18/A503. - TRASH ROOM WALLS: FIRE RATED WALLS TO RECEIVE FULL HEIGHT GYPSUM WALLBOARD PER KEY NOTE #43 ALL OTHER WALLS TO RECEIVE 1/2" PLYWOOD FROM FINISHED FLOOR TO 6'-0" A.F.F. THEN 1/2" GYPSUM WALLBOARD FROM PLYWOOD TO CEILING. FIRE RATED WALLS TO RECEIVE 1/2" PLYWOOD OVER GYPSUM WALLBOARD AND ALL WALLS TO RECEIVE WHITE F.R.P. FROM FINISHED FLOOR TO 3'-0" A.F.F. WITH HORIZONTAL F.R.P. TRIM CAP. (SEE KEYNOTES #38 & #43) - ALL OTHER FRAME WALL CONDITIONS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO HEIGHT OF CERAMIC TILE FINISH, WITH 1/2" GYPSUM WALLBOARD FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. FINISH AS SCHEDULED.EXHIBIT G 0'-0" T.O. SLAB 13'-5 1/2" T.O. PARAPET 0'-6" STOREFRONT SILL R.O. 9'-6" STOREFRONT HEAD R.O. 10'-2 1/2" STOREFRONT SILL R.O. 19'-0" STOREFRONT HEAD R.O. 20'-0" T.O. PARAPET 23'-6 1/2" T.O. ARCH 1 E032881 1 EXX1 2 3a 3a3c3c 4 12 7 4 3a 3a 3b 8 2 11E02 10 10 5 (TYP.) 1 6 3a EXTERIOR ELEVATIONS A300 MARKETPLACE AT CEDAR DEVELOPMENT LOT 4 LAKEVILLE, MN 55044 TB21-19 GGD 08.01.2025SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT / GGD Applicant/Owner: MARVIN DEVELOPMENT V, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 30 SEATS / 2,860 S.F. TACO BELL - LAKEVILLE, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com 09.17.2025 SITE PLAN REVIEW UPDATE ADDRESS CITY COMMENTS: EAST ELEVATION1/4"=1'-0"1 GENERAL NOTES EXTERIOR FINISH SCHEDULE EXTERIOR ELEVATION KEY NOTES 1 BUILDING SIGN, BY VENDOR. REQUIRES ELECTRICAL, SEE ELECTRICAL PLANS. PRE-FAB ARCH WITH PURPLE LED LIGHTS, BY VENDOR. PRE-FAB LADDER ARCH WITH PURPLE LED LIGHTS, BY VENDOR. PAINTED ALUMINUM TUBE SYSTEM WITH INTEGRATED LED LIGHTING, BY VENDOR. DECORATIVE WALL SCONCE LIGHT FIXTURE. ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT.) MISCELLANEOUS: 1. SEE SHEET A000 "WINDOW TYPES" FOR WINDOW ELEVATIONS. SEALERS (REFER TO SPECIFICATIONS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL AT WINDOWS. 3. APPLY NEOPRENE GASKET (CONTINUOUS) BETWEEN BUILDING AND CANOPY. "CRITICAL" DIMENSIONS: 1. REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARD SIGNAGE / BUILDING ELEMENTS DIMENSIONS. PAINTING: 1. APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. PRIMER: 1 COAT SW A24W8300 FINISH: 2 COATS SW A82-100 SERIES, MATCH COLORS FROM MATERIAL SCHEDULE. A-100 EXTERIOR LATEX SATIN. NOTE: NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDING PERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OF REQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED SIGNS. SYMBOL AREA MANUFACTURER COLOR CONTACT INFORMATION 1 THIN BRICK VENEER THE BELDEN BRICK COMPANY - 2 SIDING PAC-CLAD 1 3/8"D. BOX RIB 1 ARCHITECTURAL WALL PANELS - 24 GA. STEEL (MATTE BLACK)- 3a WALL TRIM -- QTY ITEM DESCRIPTION ELEC.QTY ITEM DESCRIPTION ELEC. NOTE: SIGNAGE UNDER SEPARATE PERMIT E032881 2 42" SWINGING BELL PURPLE LOGO. 3'-6"H. X 3'-10 1/2"W. (13.53 S.F.)X V-XXXV-XXX E01 1 DRIVE-THRU AWNING 21'-2" X 4'-0" X E02 1 FRONT EYEBROW (WINDOW) 25'-0"L. X 10"H. X 1'-4"D. X CANOPY AND BUILDING ACCENT SCHEDULE SIGN SCHEDULE V-01.100 1 TACO BELL 'PYLON / DRIVE-THRU' SIGN 7'-11"W X 13'-4"H SIGN FACE - T.O. SIGN AT 15'-0" ABOVE GRADE (100 S.F.) X EXX1 2 20" WHITE CHANNEL LETTERS - AWNING MOUNTED (19.21 S.F.)X 5 1/2" TRIM WRAPPED IN BREAK METAL TO MATCH EXTERIOR STOREFRONT FRAMING DOWNING BLACK VELOUR (THIN BRICK) EXTERIOR ARTWORK SCHEDULE QTY.ITEM (ART FAMILY "B")X 0 CAMO PATTERN - PURPLE - EXPRESSION PANELG-510 0G-511 0G-512 CAMO PATTERN - PURPLE - EXPRESSION PANEL CAMO PATTERN - PURPLE - EXPRESSION PANEL NOTE: TYPICAL SIZE 4'-0" X 8'-0" (32 S.F.) EXTERIOR MATERIAL PERCENTAGES GRADE 'A': - GLAZING SYSTEM 15.0% - BRICK (DARK)33.1% - BRICK (LIGHT)23.1% GRADE 'C': - ORNAMENTAL METAL 26.1% OTHER/MISC. FINISHES: - O.H. DOOR, SERVICE DOOR, EQUIP. 2.7% 3b WALL TRIM -9 1/4" TRIM WRAPPED IN BREAK METAL TO MATCH EXTERIOR STOREFRONT FRAMING 3c WALL TRIM -3 1/2" TRIM WRAPPED IN BREAK METAL TO MATCH EXTERIOR STOREFRONT FRAMING - - 4 PARAPET CAP -24 GA. GALVANIZED - SW6990 CAVIAR KYNAR 500 COATING - 5 DOWNSPOUTS AND OVERFLOW SCUPPER -PREFINISHED - BLACK, SEMI-GLOSS - 6 SERVICE DOOR AND FRAME / ELECTRICAL EQUIPMENT -PAINTED SW6990 CAVIAR, SEMI-GLOSS - 7 METAL TUBE FRAME (REAR BUILDING)-BY VENDOR (REFER TO SHOP DRAWINGS FOR FINISH COLORS, TYP.)- 8 METAL ARCH TUBE FRAME -BY VENDOR (REFER TO SHOP DRAWINGS FOR FINISH COLORS, TYP.)- 9 RAILINGS AND POSTS -PRE-FINISHED TO MATCH SW6990 CAVIAR (PREFERRED POWDER COATED)- 10 THIN BRICK VENEER GLEN-GERY EBONITE SMOOTH (THIN BRICK)- 11 AWNINGS -BY VENDOR - PAINTED OR POWDER COATED TO MATCH SW6990 CAVIAR - 12 OVERHEAD DOOR -PRE-FINISHED (COLOR TO MATCH SW6990 CAVIAR. PROVIDE COLOR SAMPLE TO ARCHITECT FOR APPROVAL.)- 2 3 4 5 6 EXHIBIT H 0'-0" T.O. SLAB 3'-0" DRIVE-THRU WINDOW SILL R.O. 8'-6" DRIVE-THRU WINDOW HEAD R.O. 9'-6" B.O. TRIM BOARD 20'-0" T.O. PARAPET 13'-5 1/2" T.O. PARAPET 0'-0" T.O. SLAB 9'-6" B.O. DRIVE-THRU AWNING 20'-0" T.O. PARAPET 23'-6 1/2" T.O. ARCH 0'-6" STOREFRONT SILL R.O. 9'-6" STOREFRONT HEAD R.O. 10'-2 1/2" STOREFRONT SILL R.O. 19'-0" STOREFRONT HEAD R.O. 0'-0" T.O. SLAB 13'-5 1/2" T.O. PARAPET 20'-0" T.O. PARAPET 23'-6 1/2" T.O. ARCH 9'-6" B.O. DRIVE-THRU AWNING 1 E032881 1 EXX111E01 3a 3a 2 3a 3a 3a 4 7 4 5 (TYP.) 10 1 3b 4 5 55 1010 3a 11 3a 3a 3b3b 4 8 3 3a 2 1 3a3a 3a 3a 4 4 4 4 7 7 4 4 6 6 6 EXTERIOR ELEVATIONS A301 WEST ELEVATION1/4"=1'-0"1 SOUTH ELEVATION1/4"=1'-0"2 NORTH ELEVATION1/4"=1'-0"3 MARKETPLACE AT CEDAR DEVELOPMENT LOT 4 LAKEVILLE, MN 55044 TB21-19 GGD 08.01.2025SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT / GGD Applicant/Owner: MARVIN DEVELOPMENT V, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 30 SEATS / 2,860 S.F. TACO BELL - LAKEVILLE, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com 09.17.2025 SITE PLAN REVIEW UPDATE ADDRESS CITY COMMENTS: Marketplace at Cedar Development Lot 4 Lakeville, MN 55044 09.17.2025Perspective 1 EXHIBIT I Marketplace at Cedar Development Lot 4 Lakeville, MN 55044 09.17.2025Perspective 2 Marketplace at Cedar Development Lot 4 Lakeville, MN 55044 09.17.2025Perspective 3 Marketplace at Cedar Development Lot 4 Lakeville, MN 55044 09.17.2025Perspective 4