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Item 06 Taco Bell
City of Lakeville Planning Department Memorandum To : Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: September 2, 2022 Subject: Packet Material for the September 8, 2022 Planning Commission Meeting Agenda Item: Taco Bell Conditional Use Permit Action Deadline: October 1, 2022 INTRODUCTION Westwood Professional Services, on behalf of Border Foods Real Estate Holdings has submitted a conditional use permit application for the development of a 2,867 square foot Taco Bell convenience food restaurant with a drive through to be located on a 1.75 acre parcel at the northwest corner of Keokuk Avenue and 207th Street. The subject property was administratively subdivided from the Emagine Theater property in 2016. The subject property is zoned C-3, General Commercial District which requires the site develop to specific performance standards for convenience food restaurants. Section 11-73-7.H of the Zoning Ordinance allows convenience restaurants by conditional use permit. The plans have been reviewed by Planning Department and Engineering Division staff. EXHIBITS A. Zoning Map B. Aerial Photo Map C. Survey and Site Plan – 2 Pages D. Grading Plan E. Landscape Plan F. Building Floor and Exterior Elevation Plans – 4 Pages G. Drive Through Lane and Monument Sign Plans – 3 Pages H. Site Lighting Plan 2 Surrounding Land Uses and Zoning North – Emagine Theater parking lot (C-3) South – 207th Street and Aldi Grocery Store (C-3) East – Keokuk Avenue and Walmart Retail Store (C-3) West – Emagine Theater (C-3) SITE ANALYSIS/CONDITIONAL U SE PERMIT Use. Section 11-73-7.H allows convenience food uses subject to approval of a conditional use permit and in accordance with specific performance standards applicant to the subject property. Hours. Section 11-73-7.H.1 of the Zoning Ordinance limits hours of operation 5:00 A.M. to 11:00 P.M. unless extended by the City Council as part of the conditional use permit request. The applicant requests an extension to the allowed hours as has been granted to the two other Taco Bell restaurants in Lakeville. The requested hours are 6:00 AM to Midnight (12:00 AM) daily. Two other Taco Bell restaurants in Lakeville were permitted hours between 5:00 AM and 2:00 AM (Argonne Village) to 24 hours (Spirit of Brandtjen Farm). The hours proposed by the applicant are considered acceptable at this location as part of the larger commercial, entertainment, and hospitality character of the commercial area and the separation from nearby residential zoning. Building Design and Height. The applicant has provided colored, scaled plans of each building elevation illustrating a variety of materials and color pallet as required by Section 11-73-7.H.2 of the Zoning Ordinance. The proposed building has a coordinated finish treatment for each elevation emphasizing the north, east and south elevations of the building. The exterior finishes are principally masonry veneer brick (Grade A – 72%) and cement composite siding (Grade B – 28%) 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 each elevation. The contrasting colors do not exceed 10%. The exterior finish for the proposed building complies with the requirements of the Zoning Ordinance. The proposed restaurant is a single-story structure, with the tallest point being 23 feet. The maximum allowed building height is 35 feet in the C-3 District. The proposed canopy over the menu board area will have a clearance height of eight feet, nine inches at the curb to nine feet, eight inches at the tallest point. Landscaping. Section 11-73-7.H.3 of the Zoning Ordinance requires that 25 percent of the lot remain as greenspace. The landscape plan provides 12 new deciduous and ornamental trees on the property including the area adjacent to 207th Street and Keokuk Avenue as well as evergreen and deciduous shrubs for parking lot and drive-through lane screening. Sizes of proposed 3 plantings comply with Section 11-21-9.C of the Zoning Ordinance. The first phase development landscape plan indicates a 29.8% landscape area for the Taco Bell property. The sketch plan for future development of the north portion of the Taco Bell parcel indicates a proposed property line. At the time of future subdivision and development of the north portion of the 1.75 acre property, the Taco Bell site must maintain a minimum of 25% landscaped area in compliance with 11-73-7.H.3.a of the Zoning Ordinance. Exterior Lighting. The plans include 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 11-73-7.H.5. of the Zoning Ordinance. Access. Additional driveway accesses will not be installed onto Keokuk Avenue (major collector) or 207th Street (minor collector). In cooperation with the owner of the Emagine Theatre property, the developer of the Taco Bell site will modify the theater parking lot west of the Taco Bell site to allow an unrestricted two-way driveway for access to the Taco Bell site. A new driveway will also extend north to connect to the main theater driveway entrance/exit at Keokuk Avenue. The shared driveway arrangements will require that the parties prepare and record a shared access easement. Pedestrian Access. A sidewalk is located along both sides of Keokuk Avenue and the south side of 207th Street. There is no sidewalk on the north side of 207th Street abutting the proposed Taco Bell parcel. A sidewalk connection is proposed between the Taco Bell building and the Keokuk Avenue sidewalk. Drive-Through. There is a drive through window on the south elevation of the building with a drive lane approaching from the west. The access lane is separated from off-street parking areas and sidewalks and provides 180 feet of stacking space from the service window. The site plan for the drive through window complies with the requirements of Section 11-73-7.H.7 of the Zoning Ordinance. Parking. Convenience food uses have a parking requirement of one stall per 70 square feet of floor area. Based on the building size of 2,867 square feet (minus 10% floor area as allowed by the Zoning Ordinance), 37 parking spaces are required. The site plan provides 47 parking spaces in an arrangement to allow shared parking with the future site development on the north side of the property, which includes a concept for 1,400 square feet of restaurant space and 1,500 square feet of retail space (Exhibit C). Estimated parking for the future site development would require approximately 23 parking spaces. Thirty-four (34) parking spaces are shown conceptually on the north potion of the site. The off-street parking spaces and drive aisles meet Zoning Ordinance requirements for size and dimensions. 4 The proposed site design will result in a modification and reduction in the number of theater parking spaces, which was anticipated at the time the theater parcel was subdivided. A parking analysis indicates 1,149 existing parking spaces on the theater parcel and the two undeveloped properties (including the Taco Bell property) within the former theater parent parcel. The Taco Bell development will result in the removal of 273 parking spaces, of which 63 spaces are on the Taco Bell site. The resulting theater parking, post development of the Taco Bell site, is 876 spaces. Theater parking requires 294 parking spaces at the Zoning Ordinance ratio of 1 parking spaces for each 3.4 seats in the 1000 seat theater. Signs. All proposed signs are subject to the allowances established for the C-3 District by Section 11-23-19.D of the Zoning Ordinance. The site plan proposes a 100 square foot freestanding monument sign with a 41 square foot brick base at the southeast corner of the property. The overall height of the proposed sign is 15 feet and the brick base is 41 percent of the area of the sign. The proposed freestanding sign complies with the additional sign specifications for convenience food uses outlined in Section 11-73-7.H.11.b of the Zoning Ordinance. Wall signs are shown on the east and north 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. The wall signs on the north and east elevations are approximately 24 square feet in area, which complies with Section 11-23-19.E.1.b of the Zoning Ordinance. The drive through lane includes two menu signs per queuing lane. The Zoning Ordinance allowance menu signs with a maximum area of 50 square feet and a maximum height of eight feet. The proposed menu sign shall receive sign permit approval prior to installation and shall comply with the requirements outlined in Section 11-73-7.H.11.c of the Zoning Ordinance. Setbacks. The C-3 District requires a 30 foot setback for buildings and 15 foot setback for parking from public rights-of-way and a 10 foot building setback and a 5 foot parking setback from interior lot lines. The location of the proposed building and parking area complies with the required setbacks from Keokuk Avenue and 207th Street. The building is setback 30 feet from the south property line (207th Street), 80 feet from the east property line (Keokuk Avenue), and 66 feet from the west interior property line. The north interior property line is located more than 200 feet to the north. The drive aisle for the drive through lane is setback 18 feet from the south (207th Street) property line. The setback of the drive through allows for installation of a landscape hedge to screen the vehicles stacked in the drive aisle as shown on the landscape plan. Mechanical Equipment. All rooftop mechanical equipment will be screened from view by screening walls that match the parapet height of the building. There is one ground level transformer, on the north side of the building. Dakota Electric has stated that the transformer will be over five feet in height and that nothing can be planted or located within three feet of each 5 side of the transformer or 10 feet at the front of the transformer. The landscape plan should be modified to add taller shrubs on three sides of the transformer to buffer the view while still meeting Dakota Electric’s requirements. Concept Plan. There is currently no development plan for the north portion of the 1.75 acre Taco Bell property. A concept plan for the area (Exhibit C) has been submitted with the site plan, showing a building location and parking layout. An administrative subdivision will be required to create an additional parcel. Shared driveway access easements shall be recorded to allow cross access to all affected properties. Noise. The stacking lane, order board intercom, and service window are all located so as to have minimal disruption to adjacent properties. Trash Storage. Trash storage will be internal and located at the northwest corner of the building. RECOMMENDATION Planning Department staff recommends approval of the Taco Bell conditional use permit, subject to the following stipulations: 1. The hours of operation shall not exceed 6:00 AM to 12:00 AM, seven days a week, unless extended hours are approved by the City Council. 2. A shared access easement shall be drafted and recorded with Dakota County allowing the Taco Bell property access consistent with the site plan approved with the conditional use permit. 3. Landscaping shall be installed consistent with the approved landscape plan. An escrow shall be submitted with the building permit application to guarantee installation of the approved landscaping. 4. Signs shall comply with Zoning Ordinance requirements and receive sign permit approval prior to installation. 5. Future subdivision and development of the north portion of the 1.75 acre property shall require that the Taco Bell parcel retain a minimum of 25% landscaped area in compliance with 11-73-7.H.3.a. of the Zoning Ordinance. Findings of Fact for approval of the conditional use permit request are attached. TACO BELL CONDITIONAL USE PERMIT Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 200 feet 8/9/2022 SHHHHGASGAS GAS GAS GAS GAS GAS GAS GAS GASGASSSSTSEFOFOFOFOEX-MHRE=1056.87INV=1052.67 EEX-MHRE=1056.44INV=1051.94 EINV=1051.94 WINV=1051.84 NEX-MHRE=1056.05INV=1052.45 SINV=1052.35 WEX-MHRE=1056.09INV=1052.69 NEX-MHRE=1055.79INV=1051.09 NINV=1051.09 SEX-MHRE=1056.29INV=1051.59 NINV=1051.59 SSTOSTOSTOSTOSTOSTOEX-CBRE=1060.06INV=1056.76 SINV=1056.86 WEX-MHRE=1059.65INV=1056.35 NINV=1056.25 SEX-MHRE=1060.04INV=1056.04 EINV=1056.14 NEX-MHRE=1060.10NO INV DATAEX-MHRE=1060.40NO INV DATASTOSTOSTOSTO STOEX-MHRE=1061.05INV=1048.15 WINV=1048.05 NINV=1048.05 SEX-MHRE=1055.56INV=1044.06 NINV=1044.06 SINV=1044.56 ESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEX-MHRE=1054.16NO INV DATAN89°57'12"W 248.78N00°02'35"E 305.57 S89°57'12"E 248.76S00°02'35"W 302.00 L=3.57 R=310.00 Δ=0°39'35"FOUND "X"IN CONCRETEFOUNDMAGNAILSET MAGNAILFOUND 1/2 INCHIRON PIPE DAMAGED CAP(3.7 FEET WEST OF CORNER)DRAINAGE AND UTILITY EASEMENT PERDOCUMENT NO. 1424173 (ITEM NO. 10)10DRAINAGE AND UTILITY EASEMENT PERDOCUMENT NO. 1424173 (ITEM NO. 10)DRAINAGE AND UTILITY EASEMENT PERDOCUMENT NO. 3138287 (ITEM NO. 13)1030.00ACCESS EASEMENT PER DOC.NO. 3142317 (ITEM NO. 15)BENCHMARKTNH=1068.16OWNER: SPIRIT MASTER FUNDING X LLCPID: 224950001013OWNER: MULLER FAMILY THEATRESPID: 224950001011LOT A207TH STREET W.KEOKUK AVE 10 10 60.00 80.00NO BUILDINGS OBSERVED ON THE SURVEYED PROPERTY248.78305.5710631062106110601059 1058105710621061106010591058105710651064106310621061106010591058105710561055WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT12" PVC12" PVC18" PVC12" PVC18" PVC15" PVCSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO12" PVC15" CONC15" CONC8" PVC8" PVC 8" PVCEX-MHRE=1066.44DEPTH=10.26(PER CITY PLAN)WATERMAIN SCALED PER CITY ASBUILTSWATERMAIN SCALED PER CITY ASBUILTS8" DIP8" DIPWATSANN:\0037150.00\DWG\0037150V-SURV.DWG © 2022 Westwood Professional Services, Inc.0'30'60'90'1" = 30'1. Monuments have been found or placed as shown hereon2. The address of the surveyed property is 20653 Keokuk Ave.3. The subject property appears to lie within Zone "X" (Area of Minimal Flood Hazard) according to FEMA Flood Insurance Rate Map Community - PanelNumber 27037C0193E which has an effective date of 12/2/2011.4. The subject property contains 76,020 sq. ft. or 1.75 acres.5. Elevations and ground contours shown hereon are based on the NAVD88 a Local vertical datum relative to Benchmark: Top Nut of labeled Hydrantwhich has an elevation of 1068.16 feet.6(b).The property is zoned as C-3, General Commercial District per the zoning letter prepared by the City of Lakeville, dated June 6, 2022.8. The surveyor has made a good faith effort to show all substantial, above ground, visible, and permanent features observed during the course of thesurvey.11(b).A private utility marking request was made by the surveyor (One Call Ticket No.221435578). The underground utility lines shown have been locatedfrom field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all suchutilities in the area, either in service or abandoned nor do we guarantee the accuracy or completeness of the markings and maps provided.13. Names of adjoining owners are shown according to the Dakota County GIS Map.16.On the date the field work was completed for this survey, there was no observable evidence of current earth moving work, exterior buildingconstruction or building additions.17.The surveyor is not aware of any proposed changes in street right of way lines. and there was no observable evidence of recent street or sidewalkconstruction or repairs at the time of survey.18.Any plottable offsite easements provided in the Title Insurance Commitment are shown hereon.The following information was provided in Old Republic National Title Insurance Company File Number ORTE748547 which has an effective date of May 12,2022:The South 305.57 feet of the East 248.78 feet of Lot 1, Block 1, Muller Family Theatre Addition, Dakota County, Minnesota, according to the recorded platthereof.Abstract PropertyTABLE A OPTIONAL ITEM NOTESLEGAL DESCRIPTIONThe following notes correspond to the numbering system of Schedule B II of the above mentioned title commitment. Items 1-8 are not survey related and arenot addressed hereon.9. All access control to County State Aid Highway 64 also known as 205th Street West or Shakopee Road has been conveyed to the City of Lakeville in QuitClaim Deed dated August 2, 1994 file November 22, 1994 as Document No. 1251926. (SAID QUIT CLAIM DEED DOES NOT AFFECT SUBJECT AREA)10. Easements for drainage and utility purposes as shown on the recorded plat of Muller Family Theatre Addition filed June 2, 1997 as Document No.1424173. (SAID EASEMENT IS DEPICTED HEREON)11. Terms, conditions, obligations and provisions as contained in the Development Contract dated May 15, 1997, filed June 16, 1997 as Document No.1426926. (NOT PLOTTABLE)12. Terms and conditions of Conditional Use Permit No. 05-22 to allow for a building height of more than 35 feet dated October 17, 2005 filed October 31,2005 as Document No. 2375953. (NOT PLOTTABLE)13. Terms and conditions of, and easement(s) contained within that certain Easement dated July 12, 2016 filed July 15, 2016, as Document No. 3138287.(SAID EASEMENT IS DEPICTED HEREON)14. Affidavit Regarding Underground or Above Ground Storage Tank filed August 4, 2016, as Document No. 3142316. (DOES NOT AFFECT SUBJECT AREA)15. Terms and conditions of, and easement(s) contained within, that certain Easement Agreement dated July 29, 2016, filed August 4, 2016, as Document No.3142317. (SAID EASEMENT IS DEPICTED HEREON)16. Terms and conditions of, and easement contained within, that certain Easement dated December 10, 2017, filed December 20, 2017, as Document No.3228956. (DOES NOT AFFECT SUBJECT AREA)SCHEDULE B II TITLE ITEM NOTESCERTIFICATIONTo: JGH Minnetonka, LLC; Old Republic National Title Insurance Company; Citizens Bank, N.A., national banking association; BorderFoods, LLC:THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-5, 6(b), 8, 11(b), 13, 16, 17, and 18 OF TABLE A THEREOF.THE FIELD WORK WAS COMPLETED ON 5/31/2022.CHRIS AMBOURN, PLSDATE6/6/2022MN LICENSE NO. 43055CERTIFICATIONSSTCSXSETBACK LINEBOUNDARY LINERIGHT-OF-WAY LINEHAND HOLE/JUNCTION BOXHHRETAINING WALLSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINPOWER POLESIGNSTREET LIGHTSTEEL/WOOD POSTPOWER OVERHEADSANITARY SEWERSTORM SEWERGATE VALVEGAS LINECURB STOP BOXHYDRANTSTORM MANHOLELEGENDFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEELECTRIC PEDESTALGASPOHSANSTOLOT LINEEDECIDUOUS TREE(NOT TO SCALE)SITEVICINITY MAPSHEET NUMBER:DATE:DATE:LICENSE NO. PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:08/03/22LAKEVILLE TACO BELL LAKEVILLE, MN LAKEVILLE TACO BELL ALTA NSPS LAND TITLE SURVEY 5425 BOONE AVENUE NEW HOPE, MN, 55428 BORDER FOODS, LLC. . . MSC 07/01/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com08/03/22 . . . . CITY RESUBMITTAL . . . . ###PROJECT NUMBER: 0037150.00V100 LOT 1LOT ABLOCK 1207TH STREET W.KEOKUK AVETACO BELL2,867 SFFFE=1062.15POTENTIAL FUTURERESTAURANT TENANT1,400 SFPOTENTIAL FUTURERETAIL TENANT1,500 SFTPHASE 2 RETAILDEVELOPMENT &SUBDIVISIONSTOPENTERDO NOT141388'12'12'13'R5'R35'R25'R25'R35'R20'R15'9'(TYP.)30'20' (TYP.) 18' 24'18'24'R10'R20'AAAAAALM1A1A1A233467121099994555IS.1S.3S.4S.2R25'R15'9999S.36R4'R23'R10'R30' R50'AAHJJJJS.530'66.42'80.13'6'BCCDK81A1A1A1A1ANO1520' (TYP.)R5'9624'BUILDING SETBACK PARKING SETBACKS.111111A18' 12'24'1A99R15'R15'69'24'69S.15R3'R15'R15'R8'95R10'R10'R22'DSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037150.00\DWG\CIVIL\0037150SP01.DWG 08/09/22LAKEVILLE TACO BELL LAKEVILLE, MN LAKEVILLE TACO BELLCIVIL SITE PLAN .08/09/22 TYLER D. MAXSON, PE 5425 BOONE AVENUE NEW HOPE, MN, 55428 BORDER FOODS, LLC. . . . 07/01/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'08/03/22 08/09/22 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . . 20'PROJECT NUMBER: 0037150.00·ZONING:C-3, General Commercial District·PARCEL DESCRIPTION:SEE ALTA/NSPS LAND TITLE SURVEY·PROPERTY AREA:76,194 SF (1.75 AC)·PERVIOUS SURFACE:17,648 SF (23.2%)·IMPERVIOUS SURFACE(RATIO):58,371 SF (76.8%)·BUILDING SETBACK PER CODE:30'=FRONT10'=SIDE / 30'=SIDE TO ROW10'=REAR·PARKING SETBACK:15'=FRONT AND ROW5'=SIDE AND REAR·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF LAKEVILLEFAST FOOD RESTAURANT:1 SPACE / 70 SF OF BLDG (-10% ALLOWANCE)TACO BELL (2,867*90% / 70)37 SPACES·PHASE 1 PARKING PROVIDED:50 SPACES + 72 SPACES = 122 SPACES·FUTURE POTENTIAL PARKING REQUIREMENTFAST FOOD RESTAURANT(1,400 X 90% / 70) 18 SPACESRETAIL(1,500 X 90% / 200) 7 SPACESTOTAL REQUIRED:25 SPACES·PHASE 2 PARKING PROVIDED:50 SPACES + 36 SPACES = 86 SPACESSITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BYWESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN,05/31/2022.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY ANDUTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANYDISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIEDIMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONSAND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OFBUILDING UNLESS OTHERWISE NOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDINGDIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCKDOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESSOTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISENOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANDMAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITYAND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICESSHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE INACCORDANCE WITH THE RECOMMENDATIONS OF THEGEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENTPROPERTIES DURING CONSTRUCTION AND TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFERTO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTINGDETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TC2001A B612 CURB AND GUTTER2PRIVATE PEDESTRIAN CURB RAMP3STANDARD DUTY CONCRETE (SEE GEOTECH. FORPAVEMENT SECTION & ARCH. FOR SCORING)4HEAVY DUTY CONCRETE (SEE GEOTECH.)5STANDARD DUTY BITUMINOUS PAVEMENT6HEAVY DUTY BITUMINOUS PAVEMENT7HANDICAP ACCESSIBLE SIGNAGE AND STRIPING8BOLLARD (TYP.)9PAVEMENT ARROW10PEDESTRIAN CROSSWALK12BIKE RACKSITE DETAILSAMATCH EXISTING CURB & GUTTERBLIGHT POLE (TYP.) (SEE LIGHTING PLAN)COVERHEAD CLEARANCE BAR AND CONCRETE BASE (SEE ARCH.)DMENU BOARD AND ORDERING STATION (SEE ARCH.)HTRANSFORMER PAD W/ BOLLARDSIYELLOW DIAGONAL STRIPINGJYELLOW PAINTED CURBKPROP. PYLON SIGN (SEE ARCH.)LPAINT 24" WIDE SOLID STRIPEMPAINT 24" HIGH LETTERSNFUTURE SUBDIVISION LINEO4" WIDE WHITE STRIPEPEX. ASPHALT AND STRIPING TO REMAINSITE NOTES1AS.1STOP SIGN30"X30"R1-1S.2HANDICAP PARKING12"X18"R7-8MS.3DO NOT ENTER30"X30"R5-1S.4CUSTOMER PICKUP SIGN24"X24"N/AS.5PEDESTRIAN CROSSING30"X30"W11-2REFERENCE SIZE MnDOT DESIGNATIONSIGN LEGENDS.1*ALL SIGNS TO BE MOUNTED ON BOLLARDS (SEE DETAIL)·THEATER PARKING (INCLUDING PROPERTY TO BE DEVELOPED):··EXISTING:1149 SPACES··REMOVED:273 SPACES (63 FROM THEATER PROPERTY)··PROPOSED:876 SPACES·MULTIPLEX PARKING REQUIREMENTS:1 SPACE / 3.4 SEATS··EMAGINE THEATER (1000 SEATS / 3.4)295 SPACESTHEATER SITE PARKING SUMMARY 1055106010601065 10651056105610571057105810581059105910611061 10611 0 6 1 1062106210621062 1062 106310631064 10641059.281059.88SHHHHGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASSSTSFOFOFOFOFOFOEX-MHRE=1056.87INV=1052.67 EEX-MHRE=1056.44INV=1051.94 EINV=1051.94 WINV=1051.84 NEX-MHRE=1056.05INV=1052.45 SINV=1052.35 WEX-MHRE=1056.09INV=1052.69 NEX-MHRE=1055.79INV=1051.09 NINV=1051.09 SEX-MHRE=1056.29INV=1051.59 NINV=1051.59 SSTOSTOEX-MHRE=1059.65INV=1056.35 NINV=1056.25 SEX-MHRE=1060.04INV=1056.04 EINV=1056.14 NEX-MHRE=1060.10NO INV DATAEX-MHRE=1060.40NO INV DATASTOSTOSTO STOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANLOT A207TH STREET W.KEOKUK AVEWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWAT12" PVC12" PVC12" PVC18" PVC15" PVC15" CONC15" CONCSTOSTOSTOSTOSTOSTOSTOSTO TACO BELL2,867 SFFFE=1062.15TPHASE 2 RETAILDEVELOPMENT &SUBDIVISION1058.43BIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOBIOSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSF INLET PROTECTION (TYP.)BIOROLL (TYP.)SILT FENCE (TYP.)ROCK CONSTRUCTION ENTRANCE (TYP.)1056.301056.361056.311056.431056.181062.151062.041061.921062.041062.151061.861061.291061.101061.531061.651061.181061.651061.331061.951060.631060.731061.901062.15B 1061.67F 1061.17B 1061.95F 1061.95B 1061.95F 1061.95B 1061.95F 1061.451061.201061.201060.471060.631060.341060.031060.511060.581060.371060.291060.941060.901061.371061.691063.461063.931061.431061.821060.541061.321061.011060.921061.291061.011059.961059.941060.001059.721059.151058.431059.791060.001060.111060.411060.481060.93B 1060.77F 1060.77B 1060.83F 1060.83B 1061.23F 1060.73B 1061.37F 1060.87B 1060.42F 1060.42B 1060.36F 1060.361060.931060.55B 1060.97F 1060.47B 1060.81F 1060.311060.661060.461061.751061.451061.601062.03B 1061.55F 1061.55B 1061.55F 1061.55B 1062.00F 1061.501061.181061.33B 1062.08F 1061.581061.711061.201061.431059.561063.171061.811063.341063.391063.281063.101062.771063.531061.831063.091063.021063.081063.131062.891060.671063.281063.461062.281063.001061.451060 106010601059106110611061106 1 1061106210631064 10611062106010611060106110621062 10631063106310631061.421060.771061.441061.721061.773.30%1.12%2.52%1.50%1060.301059.841059.901060.071061.601061.451060.96B 1061.65F 1061.151060.271060.201060.101059.371059.261058.25SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037150.00\DWG\CIVIL\0037150GD01.DWG 08/03/22LAKEVILLE TACO BELL LAKEVILLE, MN LAKEVILLE TACO BELL GRADING & EROSION CONTROL PLAN .08/03/22 TYLER D. MAXSON, PE 5425 BOONE AVENUE NEW HOPE, MN, 55428 BORDER FOODS, LLC. . . . 07/01/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'08/03/22 . . . . CITY RESUBMITTAL . . . . 20'PROJECT NUMBER: 0037150.00C300PROPERTY LINE982980STOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONRETAINING WALLCURB AND GUTTERGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHYAND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS ANDUTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOREXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPEDPAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCELOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FORTRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION"AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHESOF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BEWATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.SEE LANDSCAPE PLAN FOR PLANTING AND TURFESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGAND MAINTAINING TRAFFIC CONTROL DEVICES SUCH ASBARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFICWHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATEMNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESSOTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHINLIMITS OF GRADING AND PROVIDE A SMOOTH FINISHEDSURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHEREELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS ANDEXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENTELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHEDSURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLDDOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIALTHAT EXISTS AFTER THE SITE GRADING AND UTILITYCONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALLDISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNERACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAININGWALL DESIGN CERTIFIED BY A LICENSED PROFESSIONALENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE ANDFEDERAL RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, APROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THESUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BYMAKING MINIMUM OF 2 COMPLETE PASSES WITHFULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVEDEQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILEUNDER SUPERVISION AND DIRECTION OF THE INDEPENDENTTESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS ANDSTREET OR PARKING AREAS SHALL BE COMPACTED INACCORDANCE WITH THE SPECIFIED DENSITY METHOD ASOUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OFTHE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD,STREETS OR PARKING AREA, SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BYAN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATIONFOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLESOILS SHALL BE COMPLETED AS REQUIRED BY THEGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTSAND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00SILT FENCEROCK CONSTRUCTIONENTRANCEINLET PROTECTIONSF1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ANDLIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALLNOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORSHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BEIN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEENESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED ANDOR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADINGCONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENTFIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARYPONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BEINCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALLASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATIONAND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USEWHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECTUNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TOPREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECTTHE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY ANDIMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BEREMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANEDTO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THECONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BYTHE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED ATTHE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OFDIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILTFENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREASWITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOODFIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET ORBE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA,NPDES, MNDOT, AND CITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEEDMIX 22-111 AT 30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262AT 14.5-POUNDS PER ACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PERACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDSPER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES,PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGEDURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADSMUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL ANDDEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTES TACO BELL2,867 SFFFE=1062.15TPHASE 2 RETAILDEVELOPMENT &SUBDIVISIONHHHHGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASSFOFOFOFOFOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN207TH STREET W.KEOKUK AVEWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOSTOSTOD5-DBH5-MWG12-KFG5-HSA3-CPV6-BNS1-CHB1-IMH3-BCB6-BNS1-TCH14-AJS3-MWG8-KFG10-AWS8-KFG8-AJSABBAACCCEEEE1-IMHCDD6-BNS4-MWG4-MWG3-CPV5-PMD5-PMDDC11-AJS11-PMDD3-MJJ3-BCB3-BCB3-CPV3-CPV4-BCB6-BNS6-BNS6-BNS3-MJJ3-MJJBB3-BCBCA1-IMH1-SWO1-IMH1-SWODCCCC2-CHB2-CHBCCBSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037150.00\DWG\CIVIL\0037150PL01.DWG 08/03/22LAKEVILLE TACO BELL LAKEVILLE, MN LAKEVILLE TACO BELLLANDSCAPE PLAN 08/03/22 5425 BOONE AVENUE NEW HOPE, MN, 55428 BORDER FOODS, LLC. . . . 07/01/22 . .NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'20'PROJECT NUMBER: 0037150.00L100LANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERAROCK MULCH (TYP.)BEDGER (TYP.)CSOD DISTURBED AREAS DUE TO GRADING (TYP.)DSHREDDED HARDWOOD MULCH TYP.ETREES TO REMAINALANDSCAPE KEYNOTESB&B52.5" CAL.5DBH17CONT.OVERSTORY TREEDECIDUOUS SHRUBDWARF BUSH HONEYSUCKLEROOTSIZEBOTANICAL NAMEDIERVILLA LONICERAAS SHOWN3'-0" O.C.4'-0" O.C.SPACINGPLANT SCHEDULECOMMONCODEQTY1160ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PERENNIALS80CHBCOMMON HACKBERRYCELTIS OCCIDENTALISBCBBLACK CHOKEBERRYARONIA MELANOCARPA ELATA#5 CONT.#5 B&B22.5" CAL.AS SHOWNSWOSWAMP WHITE OAKQUERCUS ALBA28KFGKARL FOERSTER GRASSCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'24" O.C.CONT.#15CONT.CONIFEROUS SHRUB4'-0" O.C.50HSAHOLMSTRUP ARBORVITAETHUJA OCCIDENTALIS 'HOLMSTRUP'#5 33AJSAUTUMN JOY SEDUMSEDUM X 'AUTUMN JOY'18" O.C.CONT.#1B&B42.5" CAL.AS SHOWNIMHIMPERIAL HONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE'12CPVCOMPACT VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'5'-0" O.C.CONT.#5 36CONT.4'-0" O.C.BNSBIRD'S NEST SPRUCEPICEA ABIES 'NIDIFORMIS'#5 10AWS3'-0" O.C.16MWGANTHONY WATERER SPIREAMINUET WEIGELASPIRAEA X BUMALDA 'ANTHONY WATERER'WEIGELA FLORIDA 'MINUET'CONT.#5 3'-0" O.C.CONT.#5 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL 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 THEIMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE 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 LESSTHAN 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 SLIGHTLYABOVE 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 OFEXISTING 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 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, ANDLARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF 1 12" BUFF LIMESTONE MULCH. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTHSHREDDED HARDWOOD MULCH RING AROUND EACH BASE. MULCH TO BE FREE OF DELETERIOUS MATERIAL ANDMULCH 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. SEE PLAN FOR LOCATION OF EACHMULCH TYPE.19.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 NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BESODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARDMINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TOREMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED ANDPER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. IRRIGATION SYSTEM TO INCLUDE RAIN SENSORS ORSMART IRRIGATION CONTROLLERS. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, ANDNORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OFOPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUTINSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.22.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLYESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTES19PMDPARDON ME DAYLILYHEMEROCALLIS 'PARDON ME''18" O.C.CONT.#19CONT.4'-0" O.C.MJJMINT JULEP JUNIPERJUNIPERUS CHINESIS 'MONLEP'#5 1CONT.ORNAMENTAL TREE4'-0" O.C.1TCHTHORNLESS COCKSPUR HAWTHORNCRATAEGUS CRUS-GALLI 'INERMIS'#5 08/03/22 . . . . CITY RESUBMITTAL . . . . 2X42X82X42X42X62X42X4 2X6 2X42X42X62X42X62X62X6 2X62X6 2X62X4 2X6 2X62X42X42X62X6 2X6 2X42X4 2X42X4 101'-10 1/4" 6'-6 1/2"2'-5 1/2"7'-9" R.O. 12'-4"4'-1" R.O. 35'-11"4'-1" R.O. 28'-8 1/4" 8 3/8"5'-11 1/2" 7" 14'-10 7/8"26'-10 1/8"14'-8"26'-10 1/8"12'-0 5/8" 8 3/8"25'-4 1/2" CL8 3/8"8 3/8"8 3/8"8 3/8"8 3/8"27'-11"6'-6 1/2"7"5'-11 1/2"2'-5 1/2"16'-10"R.O.2'-1"101'-3 1/4" 71'-8"12'-8 3/4"16'-10 1/2" 31'-5 3/8"3'-10 1/2" R.O. 22'-3 1/8"2'-5 5/8"3"2'-5 5/8"7'-3 1/2" R.O. 3"2'-6 3/8"12'-3" R.O. 2'-1 1/8"12'-0" R.O. 2'-1"27'-4"8"8 3/8"4'-8 7/8"8"5 1/2"5 1/2"7'-5"6 1/2"4'-8"R.O.3"1'-8 1/2"7'-5"6 1/2"4'-8"R.O.3"1'-8 1/2"17'-0" 17'-9 1/8"6'-7"41'-8 5/8" 9'-0"1'-6"4'-1"6'-10"7'-11"2'-1 1/2"7'-6 1/2"7'-5 3/4"5'-10 5/8"5'-10 1/2"20'-0" 9'-6" 1'-4 1/4"9'-3"3'-0 1/2"2'-0 1/2"2'-1 1/4"6'-9 3/4"1'-9"17'-10 1/2"3 1/4"8'-0"3 1/4"3"13'-0"6'-0"3 1/2" 7'-3 5/8" R.O. 5'-4" GYP. TO GYP.2"1'-6 1/2"2'-0"2'-1 1/4"4'-4"4'-1"3'-8 3/4"5'-7 3/4"8'-0 1/2"6'-3 1/2"4'-0 1/2"4'-0 1/2"8'-6 3/4"5'-9"10'-4"6'-3 1/2"3'-5"15'-9 1/8"3'-7" WOMEN MEN VESTIBULE PASSAGE DINING CUSTOMERSERVING KITCHEN DRIVE-THRU TB COOK PREP WARE WASHING UTILITY PRE-PAY OFFICE COOLERFREEZER TRASH DRY STOR.DRY STOR. DRY STOR. SELF-SERVE 11 1/2"3"3"7'-11"10'-0"8'-3 3/4"3'-9 1/4" 8 3/8"8 3/8"1'-6"3'-8" 1'-2" GYP. TO GYP.4'-4 1/2"4'-10" FLOOR PLAN A200 FLOOR PLAN1/4"=1'-0"1 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: 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 EXTERIOR 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 ACCOMODATE 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 GYPSUM WALLBOARD AT WALLS EXCEPT SHEARWALL SURFACES, U.N.O. 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 AND OFFICE 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 2" RIGID INSULATION R-10 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. WALL SUBSTRATES: SEE FULLERTON BUILDING SYSTEMS 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 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. FLOOR PLAN KEY NOTES 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. INSTALL OWNER SUPPLIED S.S. CORNER GUARD / WALL CAP, TYP. ALL CORNERS IN BACK OF HOUSE FROM REAR WALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAILS 11 AND 13/A503. ELECTRICAL PANELS RECESSED IN WALL. SEE ELECTRICAL DRAWINGS. NOT USED. PROVIDE 6" DIA. PVC CHASE THRU CEILING FOR SYRUP LINES. SEE DETAIL 2/A504. 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. PROVIDE 6" DIA. PVC STUB THROUGH CEILING. SEE DETAILS 2, 3 & 6/A504. COORDINATE LOCATION WITH OWNER. 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" GYP. BD. SHEATHING 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 1/A300. 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 EXTERIOR AND MECHANICAL DRAWINGS. PROVIDE THRU CEILING / ROOF EXHAUST FAN. FAN CONTROLLED BY WALL SWITCH. 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 BY SANIMAX. 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 IN OFFICE WALL FRAMING. 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 46 47 48 49 50 51 52 53 54 55 56 57 58 43 45 44 2"TYP.10'-6"TYP. U.N.O.8'-0"10'-6"8'-6"8'-6"1'-4"1'-6"TYP.1'-0"±1'-6"TYP.2"TYP.1'-4"1'-0"±1'-6"1'-6"6"±EQ.EQ.EQ.EQ.\A1;EQ.31211 13 18 23 122312 28 30 33 34 13356 14 15 5 10 5 15 15 25 15 15 1515 51 1 3 4 4 11 8 12 11 12 11 24 7 20 7 5 10 14 15 1515 9 5 10 8 88 2 A300 (TYP.) (BEYOND) 25 0'-0" T.O. SLAB 8'-0" T.O. DOOR HEAD 2'-0" STOREFRONT SILL R.O. 9'-0" STOREFRONT HEAD R.O. / 13'-0" T.O. REVEAL PANEL SYSTEM / 19'-0" T.O. PARAPET CAP 21'-0" T.O. ENTRY TOWER 23'-0" T.O. CORNER TOWER B.O. EYEBROW B.O. TRIM 7'-2 1/4" T.O. DOOR HEAD R.O. 10 10 10 13 A502 (TYP.) NOTE: 1.FULLERTON BUILDING SYSTEMS TO PROVIDE AND INSTALL FIBER CEMENT SIDING (FACTORY PRIMED) AND METAL T-GROOVE PANELS. 2.G.C. TO PAINT ALL FIBER CEMENT SIDING IN FIELD PER FINISH SCHEDULE. E032881 E032903 E036729 E-01 1919 27 19 19 1910 9'-0" REVEAL / PAINT TRANSITION 15 15 21 21 21 21 21 21 21 21 14'-7 1/2" +/- T.O. FINISHED ROOF 39 39 39 1'-0"6"1'-6"TYP.\A1;TYP. HORIZONTAL TRIM PURPLE WALL WASH LIGHT FIXTURE - PROVIDED BY SIGNAGE VENDOR FABRICATED ALUMINUM "Z" CLIP PAINTED TO MATCH SHERWIN WILLIAMS TB2603C PURPLE - PROVIDED BY SIGNAGE VENDOR WALL BUSTER FOR LED WIRE PASS THRU POWER SUPPLY - PROVIDED BY SIGNAGE VENDOR PROVIDED BY G.C.: ELEC. SERVICE WITH WHIP TO POWER SUPPLY FIXTURE LOCATIONS. (COORDINATE FULL REQUIREMENTS WITH SIGN VENDOR CUT SHEETS AND ELECTRICAL DRAWINGS. EXTERIOR ELEVATIONS A300 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: NORTH ELEVATION1/4"=1'-0"1 LED WALL WASHER DETAIL1 1/2"=1'-0"2 GENERAL NOTES EXTERIOR FINISH SCHEDULE EXTERIOR ELEVATION KEY NOTES 1 BUILDING SIGN, BY VENDOR. REQUIRES ELECTRICAL, SEE ELECTRICAL PLANS. DRIVE-THRU WINDOW. SEE SHEET A000 AND A200. DASHED LINE INDICATES ROOF BEYOND. STOREFRONT, TYPICAL. HOLD FIBER CEMENT FINISH ABOVE FINISHED GRADE PER MANUFACTURER'S RECOMMENDATIONS. (2" MIN. AT CONCRETE / BITUMINOUS; 6" MIN. AT SOIL / TURF / LANDSCAPING). SWITCH GEAR. PAINT TO MATCH WALL. NOT USED. PURPLE LED WALL WASH LIGHT FIXTURE FULL WIDTH BETWEEN TRIM BOARDS, AS SHOWN, PROVIDED AND INSTALLED BY SIGNAGE VENDOR. ASSUME DRIVE-THRU LANE SURFACE IS 6" BELOW THE FINISH FLOOR. REFER TO GRADING AND SITE PLAN. TYPICAL REVEAL LOCATION AS DIMENSIONED. SEE 12/A502. TOWER WITH METAL PANEL FINISH PROVIDED BY FULLERTON. PREFINISH PARAPET COPING. CO2 FILLER VALVE AND COVER. SEE DETAIL 4/A502 SIMILAR. EASIWASH EXTERIOR ACCESS PANEL. SEAL AIR & WEATHER TIGHT TO WALL WITH SEALANT TO MATCH ADJACENT EXTERIOR WALL FINISH. GAS SERVICE. DO NOT PAINT. WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED. (BOTTOM OF DOWNSPOUT TO BE 6"-8" ABOVE GRADE) CONCRETE CURB. SCONCE LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. METAL AWNING OVER VESTIBULE WINDOW PROVIDED AND INSTALLED BY SIGN VENDOR. THIN BRICK ACCENT WITH RETURN TO ADJACENT FINISH. SEE 8 & 13/A502. NOT USED. BOLLARD, SEE DETAIL 4/A101. METAL EYEBROW OVER WINDOWS PROVIDED AND INSTALLED BY SIGN VENDOR. WALL PACK LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. NOT USED. ADDRESS SIGN. 8" HIGH WHITE VINYL LETTERS APPLIED TO GLASS SURFACE. FIRE DEPARTMENT KNOX BOX. STOREFRONT DOOR. REFER TO DOOR SCHEDULE. HOSE BIBB LOCATION. REFER TO PLUMBING AND DETAIL 19/A502. NOT USED. DRIVE-THRU CANOPY BY VENDOR. EMERGENCY LIGHT FIXTURE WITH BATTERY BACK UP, SEE ELECTRICAL DRAWINGS. O.H. DOOR AS SCHEDULED. INSULATED HOLLOW METAL DOOR AND FRAME. PAINT TO MATCH WALL. ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 9, 19 AND 20/A500. 12"X12" FRESH AIR INTAKE METAL GRILL, PAINT TO MATCH WALL AND SEAL AIR AND WEATHER TIGHT. VERIFY LOCATION. PAINT TO MATCH WALL. OVERFLOW SCUPPER. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED. FULLERTON TO PROVIDE OPENING SIZED PER STATE PLUMBING CODE AT HEIGHT NOT TO EXCEED MAXIMUM PONDING WATER FOR WHICH THE ROOF STRUCTURE WAS DESIGNED FOR BY CODE. APPROXIMATE LOCATION OF ROOF TOP UNITS INDICATED DASHED. (SCREENED FROM GROUND VIEW PERSPECTIVE BY PARAPET WALLS.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 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 38 21 22 1 SIDING JAMES HARDIE - 2 SCUPPERS -PREFINISHED - BLACK, SEMI-GLOSS - 3 DOWNSPOUTS -- 4 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5.5" - PAINT CYBERSPACE (SW7076) SEMI-GLOSS SEE SHEET A001 FOR CONTACT INFORMATION 5 HARDIE REVEAL PANEL NICHIHA - 6 HOLLOW METAL DOOR / ELECTRICAL EQUIPMENT -PAINT WORLDLY GRAY (SW7043) SEMI-GLOSS - 7 AWNINGS SIGNAGE VENDOR BLACK BY SIGNAGE VENDOR - 8 CORNER TOWER WESTERN STATE T-GROOVE 24 GA. PAINTED 18" PANEL - WEATHERED RUSTIC SEE SHEET A001 FOR CONTACT INFORMATION 9 RECESS OF SIDE ENTRY PORTAL WESTERN STATE T-GROOVE 24 GA. PAINTED 18" PANEL - WEATHERED RUSTIC SEE SHEET A001 FOR CONTACT INFORMATION 10 HARDIE REVEAL PANEL NICHIHA - 11 METAL PARAPET CAP -24 GA. GALVANIZED - CYBERSPACE (SW7076) KYNAR 500 COATING - 12 PIPE BOLLARDS STREET SMART YELLOW - 1/4" THICK PLASTIC COVER (US.POSTMAN.COM) OR EQUAL COVER PROVIDED BY OWNER, INSTALLED BY G.C. 13 OVERHEAD DOOR -PRE-FINISHED (COLOR TO MATCH CYBERSPACE (SW7076)) PROVIDE COLOR SAMPLE TO ARCHITECT FOR APPROVAL - 23 4a HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1"X5.5" - PAINT WORLDLY GRAY (SW 7043) SEMI-GLOSS SEE SHEET A001 FOR CONTACT INFORMATION 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 E033072 1 14" WHITE CHANNEL LETTERS - WALL MOUNTED (9.9 S.F.)X V-XXXV-XXX E035643 2 DRIVE-THRU AWNING 9'-0" X 4'-0" BLACK X E036682 1 FRONT EYEBROW (WINDOW) 16'-7"L. X 6"H. X 1'-4"D. BLACK X CANOPY AND BUILDING ACCENT SCHEDULE SIGN SCHEDULE V-01.100 1 TACO BELL 'PYLON / GO MOBILE' SIGN 7'-11"W X 13'-4"H SIGN FACE - T.O. SIGN AT 20'-0" ABOVE GRADE (100 S.F.) X E036683 1 D.T. EYEBROW (WINDOW) 7'-8"L. X 6"H. X 1'-4"D. BLACK E036729 1 SIDE EYEBROW (WINDOW) 12'-0"L. X 6"H. X 1'-4"D. BLACK E032903 1 10" WHITE CHANNEL LETTERS - AWNING MOUNTED (5.01 S.F.)XE-01 1 VESTIBULE AWNING 7'-0"L. X 6"H. X 3'-0"D. BLACK (CUSTOM) 8 10 PURPLE ACCENT WALL WASH LIGHT FIXTURE. LENGTH AS REQUIRED AT PURPLE ACCENT WALLS. PROVIDED AND INSTALLED BY SIGN VENDOR. PREFINISHED - BLACK, SEMI-GLOSS JAMES HARDIE PLANK LAP SIDING - PRIMED FOR PAINT COLLECTION; 144"L. X 8.25"W. - 7" EXPOSURE. PAINT WORLDLY GRAY (SW7043) SEMI-GLOSS NICHIHA ILLUMINATION DESIGNER SERIES; 17 7/8"H. X 71 9/16"L. (CUT TO PLAN DIMENSIONS) FACTORY PRIMED. PAINT CYBERSPACE (SW7076) SEMI-GLOSS NICHIHA ILLUMINATION DESIGNER SERIES; 17 7/8"H. X 71 9/16"L. (CUT TO PLAN DIMENSIONS) FACTORY PRIMED. PAINT SW PURPLE TB2603C SEMI-GLOSS 14 15 THIN BRICK ENDICOTT CLAY PRODUCTS MANGANESE IRONSPOT VELOUR MODULAR SUPPLIER CONTACT: METRO BRICK, INC. - BRYAN BRACCINI, 952.417.0200, BRYANB@METROBRICKINC.COM THIN BRICK INTERSTATE BRICK ASH L-4 MATTE MODULAR THIN BRICK SUPPLIER CONTACT: METRO BRICK, INC. - BRYAN BRACCINI, 952.417.0200, BRYANB@METROBRICKINC.COM MATERIAL PERCENTAGES CLASS 'A' MATERIALS = 72% (BRICK, GLASS AND METAL) CLASS 'C' MATERIAL = 28% (FIBER CEMENT SIDING) CONTRASTING COLORS (PURPLE) NORTH ELEVATION = 9.3% SOUTH ELEVATION = 9.7% EAST ELEVATION = 8.2% WEST ELEVATION = 0% 39 9'-3"2'-11 3/4"9'-0" CENTER ON WINDOW 6'-1"3'-0" EQUAL EQUAL 1'-6"3'-6"5 3/4"1'-2"2 3/8"1'-2"2"TYP.2"TYP.6"9'-3"2'-11 3/4"9'-0" CENTER ON WINDOW 10'-6"TYP. U.N.O.1'-4"1'-6"TYP.1'-0"±1'-6"TYP.1'-4"1'-0"±1'-6"1'-0"6"±LCSLIDE 2 1 1 3 3 3 3 33 4 4 4 4 4 6 6 9 11 8 11 8 11 8 12 11 12 11 12 11 12 11 12 11 12 11 12 11 12 11 14 15 16 17 3 17 318 23 122312 23 12 23 12 24 7 24 7 25 25 25 29 29 29 30 32 33 33 36 37 38 2 38 2 5 10 5 10 14 15 1515 15 15 15 15 55514 15 14 5 1015 15 15 15 NOTE: ELECTRICAL CONTRACTOR TO PROVIDE WHIP FOR SIGN POWER THROUGH METAL WALL PANEL AS DIMENSIONED. COMPLETE IMMEDIATELY FOLLOWING TOWER INSTALL / PRIOR TO INTERIOR SHEATHING INSTALL. NOTE: ELECTRICAL CONTRACTOR TO PROVIDE WHIP FOR SIGN POWER THROUGH METAL WALL PANEL AS DIMENSIONED. COMPLETE IMMEDIATELY FOLLOWING TOWER INSTALL / PRIOR TO INTERIOR SHEATHING INSTALL. 17 3 23 12 17 3 23 12 38 2 38 2 LCSLIDE 2 4 25 32 15 15 15 5 10 15 15151515 5 10 5 23 12 8888 8 2 A300 (TYP.) 2 A300 (TYP.) 12 11 33 (BEYOND) (BEYOND) 0'-0" T.O. SLAB 7'-0" STOREFRONT SILL R.O. 9'-0" STOREFRONT HEAD R.O. / 13'-0" T.O. REVEAL PANEL SYSTEM / 23'-0" T.O. CORNER TOWER 19'-0" T.O. PARAPET CAP 3'-0" DRIVE-THRU WINDOW SILL R.O. 8'-0" DRIVE-THRU WINDOW HEAD R.O. 0'-0" T.O. SLAB 15'-6 7/8" C OF SIGN & ELEC. WHIP PENETRATION 16'-11 1/4" C OF SIGN & ELEC. WHIP PENETRATION 19'-9" C OF SIGN & ELEC. WHIP PENETRATION L L L 23'-0" T.O. CORNER TOWER 2'-0" STOREFRONT SILL R.O. 9'-0" STOREFRONT HEAD R.O. / 13'-0" T.O. REVEAL PANEL SYSTEM / B.O. TRIM 19'-0" T.O. PARAPET CAP 21'-0" T.O. ENTRY TOWER B.O. EYEBROW 0'-0" T.O. SLAB 9'-0" STOREFRONT HEAD R.O. / 21'-0" T.O. ENTRY TOWER B.O. EYEBROW 9'-0" B.O. AWNING 19'-0" T.O. PARAPET CAP 23'-0" T.O. CORNER TOWER B.O. EYEBROW B.O. TRIM 10 10 10 10 10 13 A502 (TYP.) 10 NOTE: 1.FULLERTON BUILDING SYSTEMS TO PROVIDE AND INSTALL FIBER CEMENT SIDING (FACTORY PRIMED) AND METAL T-GROOVE PANELS. 2.G.C. TO PAINT ALL FIBER CEMENT SIDING IN FIELD PER FINISH SCHEDULE. NOTE: 1.FULLERTON BUILDING SYSTEMS TO PROVIDE AND INSTALL FIBER CEMENT SIDING (FACTORY PRIMED) AND METAL T-GROOVE PANELS. 2.G.C. TO PAINT ALL FIBER CEMENT SIDING IN FIELD PER FINISH SCHEDULE. NOTE: 1.FULLERTON BUILDING SYSTEMS TO PROVIDE AND INSTALL FIBER CEMENT SIDING (FACTORY PRIMED) AND METAL T-GROOVE PANELS. 2.G.C. TO PAINT ALL FIBER CEMENT SIDING IN FIELD PER FINISH SCHEDULE. E032881 E033072 E035643 E036682 E036683 E035643 19 19 15'-0" T.O. PARAPET CAP AT ROOF LADDER 9'-0" REVEAL / PAINT TRANSITION 21 21 21 21 2121 21 21 21 21 21 21 13'-5 1/2" +/- T.O. FINISHED ROOF 13'-5 1/2" +/- T.O. FINISHED ROOF 14'-7 1/2" +/- T.O. FINISHED ROOF 13'-5 1/2" +/- T.O. FINISHED ROOF 14'-7 1/2" +/- T.O. FINISHED ROOF 3939 39 39 396"1'-0"6"5 5 EXTERIOR ELEVATIONS A301 SOUTH ELEVATION1/4"=1'-0"1 EAST ELEVATION1/4"=1'-0"2 WEST ELEVATION1/4"=1'-0"3 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW:03.15.2022REVISION #1:1 207th St W & Keokuk Ave Lakeville, MN 55044 08.02.2022Perspective 5 207th St W & Keokuk Ave Lakeville, MN 55044 08.02.2022Perspective 1 207th St W & Keokuk Ave Lakeville, MN 55044 08.02.2022Perspective 2 207th St W & Keokuk Ave Lakeville, MN 55044 08.02.2022Perspective 3 207th St W & Keokuk Ave Lakeville, MN 55044 08.02.2022Perspective 4 G.C. TO PROVIDE CONCRETE FOUNDATION W/ ANCHOR BOLTS PER MANUFACTURER REQUIREMENTS. FINAL COORDINATE WITH SIGN MANUFACTURER / SUPPLIER FULL SCOPE OF G.C. REQUIRED WORK AND DETAILS PRIOR TO SUBMITTING BIDS. SIGNAGE INDICATED IS SCHEMATIC REPRESENTATION ONLY. FINAL SIGN DETAILS AND DIMENSIONS TO BE PROVIDED BY SIGN VENDOR. THIN BRICK VENEER FINISH PANEL SUPPLIED AND INSTALLED BY FULLERTON SIGN CABINET SUPPORT COLUMN PREFINISHED METAL COPING - COLOR BLACK 15 6'-8"4'-0"8'-8" 12'-8"1'-8"PREFINISHED METAL COPING - COLOR BLACK 13'-4"7'-11" PREFINISHED METAL COPING - COLOR BLACK15'-0"6" DIA. X 8'-0"H. STEEL PIPE BOLLARD FILLED WITH CONCRETE (PAINT SAFETY YELLOW) GALVANIZED STEEL U-CHANNEL SIGN POST EMBED IN CONCRETE MIN. 18" NOTE: FOOTING AND POST PROVIDED BY G.C. SIGN PROVIDED BY OWNER AND INSTALLED BY G.C.4'-0"FINISH GRADE NOTE: SIGN TO BE CENTERED ON APPLICABLE STALL. U.N.O.18" DIA. CONCRETE FOOTING 4'-0"5'-0" MIN.ABOVE PKNG.SURF.PARKING VEHICLE ID UP TO $200 FINE FOR VIOLATION REQUIRED 6"HDCP PARKING SIGN PREFERRED PARKING SIGN 6"5'-0" MIN.ABOVE PKNG.SURF.T PUG PUG CC D D B F F E E E B A 25 S.F. SIGNAGE THIS D.T. LANE 25 S.F. SIGNAGE THIS D.T. LANE (18.54 S.F.) (23.43 S.F.) COMPREHENSIVE A104 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: N COMPREHENSIVE SIGN PLAN1"=10'-0"1 SIGN PLAN KEY2 NOT USED4SIGN BOLLARD DETAILN.T.S.3 FREESTANDING SIGNN.T.S.5 SIGN PLAN FREESTANDING SIGN. SEE 5/A104 FOR DETAILS. (100 S.F.) A BUILDING WALL SIGN LOCATION. SEE A300 & A301.B DRIVE-THRU MENU BOARD (25 S.F.) SEE 1/A102. C HEIGHT BAR WITH INFORMATIONAL SIGNAGE (EXEMPT FROM CODE) SEE 3/A101. D PREFERRED PARKING SIGN. SEE 3/A104. (EXEMPT FROM CODE) E ACCESSIBLE PARKING SIGN. SEE 3/A104. (EXEMPT FROM CODE) F DRIVE-THRU CANOPY PROVIDE (1) 3/4" CONDUIT TO BUILDING - WITH SITE LIGHT POLES MENU BOARD PROVIDE (1) 1" POWER CONDUIT FOR DEDICATED ALWAYS ON ELECTRICAL. PROVIDE (2) 1" DATA CONDUITS TO OFFICE ABOVE CEILING. MENU BOARD TO BE ON DEDICATED CIRCUIT. CONCRETE CURB PREFAB MAGNETIC LOOP. PROVIDED BY OWNER, G.C. TO INSTALL UNDER PAVING. INSTALL MAGNETIC LOOP AS SHOWN IF OCB / SPEAKER POST LOCATION HAS MOVED. NOTE: SOLDER AND INSULATE MAGNETIC LOOP CONNECTIONS NOTE: SEE ALSO ELECTRICAL DRAWINGS FOR POWER AND P.O.S. LOW VOLTAGE AND COORDINATE NOTE: MENU BOARD, SPEAKER BOX AND DRIVE-THRU CANOPY SUPPLIED BY OWNER, INSTALLED BY OWNER'S SIGN VENDOR. CONTRACTOR TO PROVIDE FOUNDATIONS AND ELECTRICAL COORDINATE ANCHOR BOLT AND BASE PLATE LOCATIONS WITH OWNER AND SIGN VENDOR NOTE: TOP OF FOUNDATIONS SHALL BE LEVEL WITH TOP OF CURB AND TOP OF CONCRETE PAD. NOTE: SEE 1/A100 FOR CORRECT ORIENTATION OF EQUIPMENT. THIS ISOMETRIC FOR GRAPHIC REPRESENTATION ONLY.5'-0"1'-3"SPEAKER BOX (OUTSIDE LANE): PROVIDE (2) 1" DATA CONDUIT TO INSIDE LANE SPEAKER BOX. NOTE: ALL CONDUIT TO BE CENTERLINE OF FOUNDATION, 90 DEGREE VERTICAL AND EXTEND 6" MIN. ABOVE FOUNDATION SPEAKER BOX (INSIDE LANE): PROVIDE (1) 1" POWER CONDUIT AND (2) 1" DATA CONDUITS TO DRIVE-THRU ABOVE CEILING 8 3/8" CL OF BOLLARD TO FACE OF FOUNDATION DASHED LINE INDICATES YELLOW PLASTIC BOLLARD COVER, SUPPLIED BY OWNER, INSTALLED BY G.C. 6" Ø STEEL POST FILLED WITH CONCRETE 18" Ø CONCRETE FOOTING FINISH SURFACE SURFACE OF DRIVE-THRU LANE DASHED LINE INDICATES CURBING AT DRIVE-THRU AT DRIVE-THRU INFILL AREA BETWEEN BUILDING WITH CONCRETE ENTIRE LENGTH OF BUILDING 4'-0"4'-0"3"CL 10" BACK OF CURB TO FACE OF FOUNDATION SITE DETAILS A101 DRIVE-THRU COMMUNICATIONS ISOMETRICN.T.S.2 CLEARANCE BAR (PORTAL)N.T.S.3 BOLLARD DETAIL1"=1'-0"4 DRIVE-THRU CANOPYN.T.S.1 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: SITE DETAILS A102 SPEAKER BOX DETAILN.T.S.2 INFORMATION THIS DETAIL FOR REFERENCE ONLY. G.C. TO OBTAIN FINAL SPECIFICATIONS AND DETAILS FROM VENDOR/SUPPLIER PRIOR TO PROCEEDING WITH ANY CONSEQUENTIAL WORK. PRELIMINARY FOOTING SIZE: 24"x24"x60" OBTAIN FINAL REQUIREMENTS FROM SUPPLIER AND COORDINATE WITH LOCAL FROST DEPTH REQUIREMENTS MENU BOARDN.T.S.1 NOT SITE SPECIFIC- FINAL COORDINATE WITH STRATACACHE -207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: INFORMATION THIS DETAIL FOR REFERENCE ONLY. G.C. TO OBTAIN FINAL SPECIFICATIONS AND DETAILS FROM VENDOR/SUPPLIER PRIOR TO PROCEEDING WITH ANY CONSEQUENTIAL WORK. CONTRARY TO NOTE #5 (DWG S1.0) - G.C. TO PROVIDE ANCHOR BOLTS, NUTS AND WASHERS. - DIGITAL MENU BOARD - SITE LIGHTING A103 PHOTOMETRIC SITE LIGHTING PHOTOMETRICN.T.S.1 207TH ST. W. & KEOKUK AVE. LAKEVILLE, MN 55044 TB22-11 GGD 07.01.2022C.U.P./SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zelickson Phone: 763-489-2968 ENDEAVOR 40 SEATS / 2,867 S.F. TACO BELL, LAKEVILLE, MN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com A R C H I T E C T S PRELIMI N A R Y - NOT FO R CONSTR U C TI O N 08.01.2022C.U.P./SITE PLAN REVIEW: 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA BORDER FOODS REAL ESTATE HOLDINGS, LLC CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On September 8, 2022, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Westwood Professional Services on behalf of Border Foods Real Estate Holdings, LLC for a conditional use permit to allow the construction of a Taco Bell convenience food restaurant on property located in the C-3, General Commercial District at the northwest corner of Keokuk Avenue and 207th Street. 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. FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 6, which guides the property for Commercial uses. 2. The subject site is zoned C-3, General Commercial District. 3. Legal description of the property is: The South 305.57 feet of the East 248.78 feet of Lot 1, Block 1, Muller Family Theatre Addition 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: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed convenience restaurant use is consistent with the guided commercial use of the property. 2 b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed convenience restaurant use will be compatible with the existing and future land uses in the area. 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. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed convenience restaurant use can be accommodated with existing public services and will not over burden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving the subject property are adequate to accommodate traffic from the proposed convenience restaurant use. 5. The report dated September 2, 2022 and prepared by Frank Dempsey, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Frank Dempsey, Associate Planner, dated September 2, 2022. DATED: September 8, 2022 LAKEVILLE PLANNING COMMISSION BY: __________________________ Jeff Witte, Chair