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HomeMy WebLinkAboutItem 06 tires plusCity of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: August 28, 2020 Subject: Packet Material for the September 3, 2020 Planning Commission Meeting Agenda Item: Heritage Commons 8th Addition 1. Conditional Use Permit for minor auto repair 2. Easement Vacation 3. Final plat Application Action Deadline: September 12, 2020 BACKGROUND Representatives of EREP Heritage Commons, LLC and Lakeville BF BTS Retail, LLC have submitted applications for a conditional use permit to allow the development of a Tires Plus minor auto repair facility, the vacation of drainage and utility easements, and a final plat of one commercial lot and one outlot to be known as Heritage Commons 8th Addition. The final plat is 3.74 acres in area. Lot 1 for the Tires Plus minor auto repair facility will be 1.09 acres in area. The subject property is currently platted as Outlot A, Heritage Commons 5th Addition and is zoned PUD, Planned Unit Development. The Heritage Commons PUD was approved in 1999. The property is located north of 202nd Street (CSAH 50), south of Heritage Drive and west of Iberia Avenue. The proposed Tires Plus business provides minor auto repair and maintenance services and is subject to approval of a conditional use permit under the provisions of 11-73-7.A of the Zoning Ordinance. 2 The Heritage Commons 8th Addition final plat and the Tires Plus development plans have been reviewed by Engineering Division staff and their memo is included in the packet materials. The Dakota County Plat Commission has also reviewed the final plat. EXHIBITS A. Location and Zoning Map B. Aerial Photo C. Approved Preliminary Plat D. Final Plat E. Easement Vacation Sketch F. Site Plan G. Truck Turning Template H. Grading and Erosion Control Plan I. Utility Plan J. Landscape Plan K. Lighting Photometric Plan L. Building Elevation Plan M. Dakota County Plat Commission letter dated August 24, 2020 Surrounding Land Uses and Zoning North – Heritage Drive and multi-tenant commercial building (PUD District) South – 202nd Street (CSAH 50) and commercial businesses (C-3 District) East – Iberia Avenue, bank and memory care facility (C-3 District) West – Heritage Commons private drive and commercial business (PUD District) STAFF ANALYSIS Project Phasing. The Heritage Commons commercial development has progressed over several phases since the initial development phase was approved in 1999. The proposed final plat is the eighth phase of the Planned Unit Development. Phase One: Approved September 7, 1999, included the two multi-tenant buildings where the Lakeville liquor store and Minnesota School of Beauty are located. Phase Two: Approved February 3, 2003, included the multi-tenant building located south of Phase One. Phase Three: Approved February 20, 2007, included the Cub Foods grocery store and the multi-tenant building located south of Cub Foods and north of Heritage Drive. 3 Phase Four: Approved November 17, 2008, included the development of Green Planet Car Wash. Phase Five: Approved December 19, 2016, preliminary and final plat of 8.08 acres of commercial outlots that included the construction of the private drive connection between Kenwood Trail and Heritage Drive. Phase Six: Approved ???, included the development of a single retail building for O’Reilly Auto Parts. Phase Seven: Approved ???, included the Bee Hive memory care building. Phase Eight: Proposed Tires Plus minor auto repair building. FINAL PLAT Comprehensive Plan. The Heritage Commons 8th Addition property is located in Planning District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The proposed commercial use is consistent with the commercial designation of the Comprehensive Land Use Plan. Zoning. The Heritage Commons 8th Addition property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. Consistency with the Capital Improvement Plan (CIP). No public street construction or other public funded infrastructure construction is proposed with the Heritage Commons 8th Addition final plat. All streets, sanitary sewer, water and storm sewer improvements required for the area of the Heritage Commons 8th Addition were installed by the developer with the Heritage Commons development in 2001. Lots/Blocks. The Heritage Commons 8th Addition final plat proposes one lot and one outlot on one block. The following C-3 District lot requirements pertain to this final plat: Minimum Lot Area: 20,000 square feet Minimum Lot Width: 100 feet Lot 1 Area: 1.09 acres Lot 1 Width: 153.67 feet Lot 1, Block 1, Heritage Commons 8th Addition exceeds the minimum lot requirements in the underlying C-3 District. 4 Outlot. One outlot (Outlot A) is 2.65 acres for up to two additional commercial lots in the future as shown on the approved preliminary plat. Outlot A will be retained by the developer for future commercial development. Streets. No new street construction is proposed with the Heritage Commons 8th Addition final plat. The property is adjacent to 202nd Street (CSAH 9), Heritage Drive and Iberia Avenue. 202nd Street is classified as a minor arterial road and Iberia Avenue and Heritage Drive are classified as minor collector roads in the Comprehensive Transportation Plan. All required right-of-way for the streets abutting the plat was dedicated with previous phases of Heritage Commons. Trails and Sidewalks. Eight foot wide contract sidewalks are in place along 202nd Street, Iberia Avenue and Heritage Drive. Five foot wide concrete sidewalks are located along both sides of the private drive within Outlot A, Heritage Commons 5th Addition. No new public sidewalk or trail construction is required with the Heritage Commons 8th Addition plat. Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control plans have been submitted with the Heritage Commons 8th Addition final plat and CUP. Logan Vlasaty, Civil Engineer and Mac Cafferty, Environmental Resources Manager have reviewed the site, grading, drainage and erosion control, and utility plans. A copy of the engineering report dated August 27, 2020 is attached for your review. The Engineering Division recommends approval of the final plat subject to the recommendations outlined in the report. Tree Preservation. There are no significant trees located on the subject property. Wetlands. There are no wetlands located on the subject property. Park Dedication. Park dedication for the Heritage Commons development was satisfied with a land dedication with the Planned Unit Development and first phase final plat of Heritage Commons in 2000. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the final plat at their August 19, 2020 meeting and will recommend approval of the final plat to the Dakota County Board (Exhibit M). SITE PLAN Setbacks. The Tires Plus building and parking lot on Lot 1, Block 1, Heritage Commons 8th Addition is subject to the following minimum building setback (C-3, General Commercial District) requirements: 5 Abutting a Public Street: 30 feet Interior Lot Lines: 10 feet Parking: 15 feet (abutting street), 5 feet (interior lot lines) The proposed Tires Plus building and parking lot meet the setback requirements of the Zoning Ordinance. Parking. The proposed 6,262 square foot minor auto repair service building requires 28 parking spaces, taking into account the allowable 10% gross floor area credit and the requirement for one parking space per 200 square feet of floor area. The site plan proposes 32 parking spaces, including two handicap accessible spaces, in compliance with Zoning Ordinance requirements. The proposed parking spaces and drive aisle dimensions and configurations comply with the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be 9 feet in width and 18 feet in length with a two foot curb overhang. Circulation/Loading Area. Access to the site will include a two way access from Heritage Drive and a right-in, right-out only onto Iberia Avenue. Traffic to and from Heritage Drive will travel around the north side of the building. A loading/unloading area will be located on the north side of the building and used during non-peak hours, according to the applicant. No driveway access will be allowed onto 202nd Street. A private shared driveway access from Lot 1 to the properties to the west will be required. Landscaping. The landscape plan proposes seven overstory trees and numerous and shrubs around the periphery of the parking lot and building with the development of the proposed site plan. Sod is proposed on remaining areas of the property. In ground irrigation is required. Development of the site shall include responsibility for boulevard maintenance along 202nd Street, Heritage Drive and Iberia Avenue. A $50,000 landscaping escrow shall be submitted as security to guarantee installation of the landscaping. Building Exterior. The proposed 6,262 square foot building includes seven overhead service doors and will include four-sided architecture including brick and glass. The proposed exterior building materials comply with Zoning Ordinance requirements. The building will include a wrap-around parapet on all four sides which will provide screening of rooftop mechanical equipment. The west elevation parapet will be three feet in height, slightly lower than the other four sides of the building. Any significantly visible mechanical equipment will require rooftop screening structures in compliance with Zoning Ordinance requirements. 6 Trash Enclosure. The trash and recycling enclosure will be located on the north side of the building and will be screened to a minimum six foot height with materials that match the building exterior and a durable maintenance-free gate. Signs. A freestanding monument sign is proposed on the property near the corner of 202nd Street and Iberia Avenue. The developer is proposing a 41 square foot, six foot tall freestanding sign consistent with the comprehensive sign plan submitted by the property owner for Heritage Commons. Since the building fronts more than one street, up to two wall signs fronting a public street are allowed not to exceed 100 square feet in area per sign. The two wall signs are just under 100 square feet in area. All signs require approval of a sign permit prior to installation. Exterior Lighting. Downcast cut-off lighting is proposed to illuminate the exterior of the building in compliance with Zoning Ordinance requirements. Snow Storage. Snow storage may not take place in required parking spaces. Site Improvement Performance Agreement and Stormwater Maintenance Agreement. A Site Improvement Performance Agreement and Stormwater Maintenance Agreement will be required for the Tires Plus site improvements and stormwater basin. CONDITIONAL USE PERMIT Section 11-73-7.A considers minor auto repair a conditional use in the C-3 District subject to the following seven performance criteria. A. Auto repair, minor provided that: 1. The entire site other than that taken up by a building, structure or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the city engineer. The entire site will be building, paved parking lot or landscape area. No ground areas will be exposed. 2. A minimum lot area of 20,000 square feet and minimum lot width of 150. The proposed lot area is 1.09 acres and the lot width is 153.67 feet, compliance with Zoning Ordinance requirements. 7 3. A curb not less than six inches above grade shall separate the public sidewalk from motor vehicle service areas. A six inch concrete curb is proposed around the parking lot and building sidewalk as required by the Zoning Ordinance. 4. Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with section 11-21-9 of this title. The parking lot and automotive service doors face east toward Iberia Avenue and do not abut a residential district. 5. No outside storage except as allowed in compliance with this chapter. The Zoning Ordinance does not allow outside storage including damaged and inoperable vehicles or vehicles for sale. Tires awaiting recycling pick up will be stored in a recycle container inside a screening structure on the north side of the property. 6. Sale of products other than those specifically mentioned in this section be subject to a conditional use permit and be in compliance with this section. Automotive retail products are allowed to be sold from the premises but may not be stored outside as required by the Zoning Ordinance. 7. All conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. Findings of fact for approval of the conditional use permit are attached. EASEMENT VACATION The drainage and utility easements within Outlot C, Heritage Commons 5th Addition are proposed to be vacated to accommodate the proposed site development plan for Tires Plus. New easements will be established for Heritage Commons 8th Addition. All utility companies that service the area of Heritage Commons were notified by the public hearing notice. No comments were received in opposition to the easement vacation. 8 RECOMMENDATION Planning Department staff recommends approval of the Heritage Commons 8th Addition final plat, easement vacation, and conditional use permit subject to the following stipulations: 1. Implementation of the recommendations listed in the August 27, 2020 engineering report. 2. The site shall be developed according to the final plat and conditional use permit plans approved by the City Council. 3. Execution of a Site Improvement Performance Agreement and Stormwater Maintenance Agreement shall be required between Tires Plus (Lakeville BF BTS Retail, LLC) and the City of Lakeville for completion and maintenance of improvements related to the minor auto repair use on Lot 1, Block 1, Heritage Commons 8th Addition. 4. An agreement for shared driveway access shall be established between Lot 1, Block 1, Heritage Commons 8th Addition and the future lots within Outlot A when they are final platted. 5. A sign permit is required prior to the installation of any signage. 6. Exterior building materials shall be integrally colored or factory finished as required by the Zoning Ordinance. 7. Any significantly visible mechanical equipment will require rooftop screening structures in compliance with Zoning Ordinance requirements. 8. Outside storage of inoperable vehicles and outside storage or display of merchandise is prohibited. 9. Landscaping shall be installed in accordance with the approved landscape plan. Landscaping shall remain free of dead materials. Any dead landscape materials shall be replaced in accordance with the approved landscape plan. In-ground irrigation is required. 202nd Street, Iberia Avenue and Heritage Drive rights-of-way shall be maintained in a manner consistent with other commercial properties within the Heritage Commons PUD. A $50,000 financial security shall be submitted to guarantee installation of the approved landscaping. 10. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 11. Snow storage shall not occur within required parking spaces. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 456750 45679 45679 456750 ICEFALLT R LHERITAGE D RDODD BLVDHUGHESAVEHOMESTEAD CT202ND ST W HOMEFIREWAYIDE A L I CAVEIBERIA AVEHOYA CT203 R D STW HUNTER CTICEFALL WAYC-1 C-3 C-3 C-3 O-R P/OS P/OS P/OS PUD RH-1 RH-1 RM-1 RM-1 RM-1 RS-2 RS-3 RST-1 PUD HERITAGE COMMONS 8TH ADDITION ZONING MAP ¹ EXHIBIT A HERITAGE COMMONS 8TH ADDITION Property Information August 6, 2020 0 450 900225 ft 0 130 26065 m 1:4,800 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. EXHIBIT B Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 (888) 937-5150 EXHIBIT C Δ ΔΔ OUTLOT ALOT 1BLOCK 1ΔΔΔΔΔΔΔΔBEARING NOTEVICINITY MAPHERITAGE COMMONS 8TH ADDITION0402080Cambridge, MNLEGENDΔ~ PRELIMINARY - NOT CHECKED ~EXHIBIT D ΔΔ ΔΔ ΔΔ Δ Δ Δ Δ Δ Δ Easement Vacation Exhibit for: EREP HERITAGE COMMONS I, LLC of: Outlot C, HERITAGE COMMONS 5TH ADDITION FILE:..\200214\500 Drawings\Survey\200214 Easement Vacation Exhibit.dwg COPYRIGHT 2020 BY LHB, INC. ALL RIGHTS RESERVED. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Print Name: Kyle J. Roddy License # 42627 Signature:Date:6/9/2020 324 Garfield St. South | Cambridge, MN 55008 | 763.689.4042 0 10 4020 80 DESCRIPTION OF EASEMENTS TO BE VACATED: EXHIBIT E Δ Δ Δ Δ Δ Δ Δ IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA 15.5'18.0'26.0'18.0'131.0'4.0'26.0'10.7'2.3'29.5'18.0' 18.0' 29.5' 10.0'34.0'9.0'9.0'16.0'9.0'10.7'TRUCK LOADING/UNLOADING AREA 9.0'5.3' 10.3' 24.0' 24.8'16.0'32.5'10.0' PYLON SIGN EXISTING ACCESS TO REMAIN 18.5'33.1' EXISTING ACCESS TO REMAIN PROPOSED UTILITY EASEMENT 30.0' 9.0'8.0'4.5' 9.7'7.5'29.5' A F E G I I I I I C C C C O O L L L L L L L H H H N N N 10.0'50.0'12.0' 92.7'98.4'TIRE AREA TRASH ENCLOSURE AREA92.2'80.4'84.5'9.0'84.5'P 57.7'66.6' PROPOSED STORM POND 30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 10 FT BUILDING SETBACK5 FT PARKING SETBACK10.6' PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED 8" SANITARY-BY OTHERS PROPOSED 8" WATER-BY OTHERS A A A Q CONNECT INTO EXISTING SIDEWALK R 5.0' 5.2' 5.0' 5.0' S S S S S S S S S D D G T T T T T T T T T T T T T V U U U U PROPOSED 8" SANITARY-BY OTHERS PROPOSED 8" WATER-BY OTHERS 20 FT WATER EASEMENT 43.2'4.6' 2.4' 10 6 12 4 R10.0 ' R5.0'R5 . 0 ' R 5 . 0 ' R3.0' R3.0' CROSS ACCESS EASEMENT CROSS ACCESS EASEMENT CROSS ACCESS EASEMENT CROSS ACCESS EASEMENT PROPOSED UTILITY EASEMENT 18.0'R5.0'26.0'7.0'R20.0'R30.0'6.5'I M M 4.5'L L INTEGRAL SIDEWALK 18.5'W 0.5'PREPARED FORSITE PLANC400LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/26/202042661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/26/2020AS SHOWNAKAAKAMCBBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 47,295 SF (1.09 AC) BUILDING AREA 6,262 SF (0.13% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING*32 SPACES @ 5/1,000 SF PROPOSED PARKING 32 SPACES @ 5.11 RATIO ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS PROPERTY SUMMARY LAKEVILLE TIRES PLUS TOTAL PROPERTY AREA 47,295 SF (1.09 AC) PROPOSED IMPERVIOUS AREA 28,230 SF (0.65 AC) 60% OF TOTAL PROPERTY AREA PROPOSED PERVIOUS AREA 19,065 SF (0.44 AC) 40% OF TOTAL PROPERTY AREA ZONING SUMMARY EXISTING ZONING*PUD: PLANNED UNIT DEVELOPMENT* PARKING SETBACKS (PER C-3) FRONT/SIDE ABUTTING STREET = 15' INTERIOR SIDE/REAR = 5' SIGN SETBACKS (PER C-3) FRONT/ROW = 15' SIDE = 5' REAR = 5' BUILDING SETBACKS (PER C-3) FRONT/SIDE ABUTTING STREET = 30' INTERIOR SIDE/REAR = 10' PARKING SPACE/DRIVE AISLE (PER CITY OF LAKEVILLE 90° STALL REQ.) 9' WIDE X 20' LONG, 24' AISLE PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND CONCRETE SIDEWALK EXISTING PIPE BOLLARD MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. HEAVY STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS MILL AND OVERLAY RESTRIPPED AREAS HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRANSITION CURB BITUMINOUS CURB COMMERCIAL DRIVEWAY APRON PARKING- CAR WHEEL STOPS PEDESTRIAN CROSS WALK BUILDING AWNING BOLLARD WALL MOUNTED LIGHT SINGLE LIGHT POLE DOUBLE 90° LIGHT POLE NO PARKING SIGN A B C D E F G H I J K L M N O P Q R S T U V W This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 26, 2020 - 9:35pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY LHB, DATED 05/15/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 1.09 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <20'> IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE NO ANTICIPATED ACRES OF WETLAND IMPACTS. 18. REFER TO PLANS BY OTHERS FOR ADJACENT SITE WORK INCLUDING, BUT NOT LIMITED TO UTILITIES, PAVEMENT, EARTHWORK, SIGNAGE, LANDSCAPING AND POTENTIALLY OTHER FEATURES TO BE CONFIRMED BY SELLER/NEIGHBORS. 19. CONTRACTOR TO CONFIRM SITE SIGNAGE WITH OWNER AND DEVELOPER. NORTH *THE VARIOUS SETBACK AND HEIGHT REGULATIONS OF THE MOST CLOSELY RELATED CONVENTIONAL ZONING DISTRICT SHALL BE CONSIDERED PRESUMPTIVELY APPROPRIATE. NEIGHBORING LOTS ARE ZONED C-3: GENERAL COMMERCIAL **REQUIRED PARKING (PER AUTO- REPAIR USE PER CITY OF LAKEVILLE) 1 STALL/ 200 SF OF FLOOR AREA EXHIBIT F Δ Δ Δ Δ Δ Δ Δ IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA TIRE AREA TRASH ENCLOSURE AREA PROPOSED STORM POND 30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 10 FT BUILDING SETBACK5 FT PARKING SETBACK10 6 12 4 53 27.9 Max 68.5° Horiz Max 10° Vert 43.5 4 2.5 23.5 4 17.4 4.2 WB-67 - Interstate Semi-Trailer Overall Length 73.501ft Overall Width 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)28.40° WB-67 - Interstate Semi-Trailer21.5'22.1'PREPARED FORTRUCKMOVEMENTEXHIBITEX-1LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/26/202042661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/26/2020AS SHOWNAKAAKAMCBThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\Exhibits\TRUCK MOVEMENT EXHIBIT.dwg August 26, 2020 - 6:39pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R NORTH EXHIBIT G IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA T 981 980981 979 975 980 976 977 978 979 975 980 974 976 977 978 979 2. 2 7 % 2.47% 2.52% 3.36%1.19% 2 . 4 0% 3 . 6 6%1.66%2.52%2.72%2.34%1.20%8.31%6.49%1.65%80 LF - 18" HDPE @ 0.81% 28 LF - 24" HDPE @ 0.81% 10 LF - 12" PVC @ 2.00% 47 LF - 12" PVC @ 1.00% 26 LF - 15" HDPE @ 5.96% 10 LF - 12" PVC @ 2.00% 41 LF - 12" PVC @ 1.00% 10 LF - 12" PVC @ 2.00% 60 LF - 12" PVC @ 1.00% 25 LF - 12" PVC @ 1.00% 10 LF - 12" PVC @ 2.00% COORDINATE W/ MEP PLANS COORDINATE W/ MEP PLANS COORDINATE W/ MEP PLANS COORDINATE W/ MEP PLANS 981 981982981981 981 981 981 980 97998098098 0 9 8 1 98 1 45 LF - 18" HDPE @ 0.81% 34 LF - 18" HDPE @ 0.81% CBMH-201 CASTING: NEENAH 3067-V WITH 4' SUMP RE:980.24 IE:975.57 S IE:975.57 NE CB-105 36"X24" CASTING: NEENAH 3067-V WITH 4' SUMP RE:979.68 IE:976.18 NE CBMH-104 CASTING: NEENAH 3067-V WITH 4' SUMP RE:979.94 IE:975.52 SW IE:975.52 N CBMH-101 CASTING: NEENAH 3067-V WITH 4' SUMP RE:979.38 IE:974.22 S IE:974.22 N RD-207 IE:977.50 W RD-205 IE:977.50 W RD-209 IE:977.50 W RD-203 IE:977.50 W FES-100 IE:974.00 S FES-200 IE:974.00 SWSTMH-304 CASTING: NEENAH R1672 RE:979.06 IE:975.63 E IE:971.92 N CBMH-102 CASTING: NEENAH 3067-V WITH 4' SUMP RE:980.94 IE:974.59 S IE:974.59 N CBMH-103 CASTING: NEENAH 3067-V WITH 4' SUMP RE:980.16 IE:974.87 S IE:974.87 N 82 LF - 15" HDPE @ 0.81% STMH-202 NYOPLAST STRUCTURE RE:979.60 IE:977.30 E IE:976.17 S IE:976.17 N STMH-204 NYOPLAST STRUCTURE RE:980.08 IE:977.30 E IE:976.58 S IE:976.58 N STMH-206 NYOPLAST STRUCTURE RE:980.24 IE:977.30 E IE:976.83 S IE:976.83 N STMH-208 NYOPLAST STRUCTURE RE:980.70 IE:977.30 E IE:977.30 N OCS-301 CBMH 48" DIA. (CIR.) RE:977.22 IE:974.33 W IE:974.33 E FES-300 IE:974.00 W 65 LF - 12" RCP @ 2.00%16 LF - 12" RCP @ 2.00% ME:978.83 ME:979.11 ME:979.31 ME:979.19 979.95 980.27 979.74 979.92 980.21 980.28 980.10 979.49 LP:979.51 980.06 980.25 980.57980.63 980.74 981.00 980.89HP:980.87 980.33 979.85 981.39 981.37 981.39 981.37 T/G:981.38 981.47 981.50981.50 981.00 981.00 981.50 981.49 980.91 T/G:981.41 G:980.91 981.08T/G:980.75 T/G:980.81 T/G:980.41 980.22 980.20LP:979.68 980.20 LP:979.94 980.66 HP:980.96 980.90 G:980.91 T:980.98 980.88 T:981.13 FFE = 981.5 EOF:980.44 EOF:980.01 981.11 T/G:981.41 T:981.01 T:980.80 T:981.19 G:980.78 981.50 981.30 980.84 T:981.20 G:980.90 T/G:980.34 980.76980.84 ME:979.89 ME:979.84 G:980.30G:980.49 T:980.91 100-YR HWL 976.51 10-YR ELEV 975.44 NWL 974.0 DRY 980.71 EOF:980.48 CONNECT TO EXISTING 15" STUB IE:972.5 FIELD VERIFY ELEVATION AND LOCATION 6" DRAINTILE IE:977.14 175 LF - 6" DRAIN TILE @ 0.5% MIN. 6" DRAINTILE IE:976.25 6" DRAINTILE IE:976.01 50 LF - 6" DRAIN TILE @ 0.5% MIN. 80 LF - 6" DRAIN TILE @ 0.5% MIN. 6" DRAINTILE IE:977.14 980.99 980.40 981.10 980.80 SSWR MANHOLE BY OTHERS. COORDINATE TO ENSURE RIM ELEVATION MIN. 976.61 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg August 25, 2020 - 5:15pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 23. ALL STORM SEWER FLARED END SECTIONS SHALL BE RCP. PROPOSED DRAINTILE PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PREPARED FORGRADING PLANC500LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/25/202042661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/25/2020AS SHOWNAKAAKAMCBNORTH EXHIBIT H Δ Δ Δ Δ Δ Δ Δ IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA B A C B A B A BA 981 9 8 1 981975 975 980 974 974 976 976 977 977 978 978 979 979 981 981 981 981981 980 980980 980980980981 981981981981981 981 980 979 981D D D D D D D D D D D D D D D D E E E E E E E E E B B This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg July 14, 2020 - 2:20pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND KEYNOTE LEGEND LIMITS OF DISTURBANCE OFFSET 2 FT FROM PROPERTY LINE FOR CLARITY SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION BIOROLL- OFFSET 2 FT FROM THE BACK OF CURB FOR CLARITY A B C D E EROSION CONTROL BLANKET PREPARED FOREROSION ANDSEDIMENTCONTROL PH 2PLANC300LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT07/14/202042661NORTH DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700007/14/2020AS SHOWNAKAAKAMCBSITE DATA TABLE TOTAL PROPERTY AREA 1.09 AC TOTAL DISTURBED AREA 1.15 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 1.09 AC PROPOSED IMPERVIOUS AREA 0.66 AC PROPOSED PERVIOUS AREA 0.43 AC PH II BMP QUANTITIES HEAVY DUTY SILT FENCE 1180 LF BIOROLL 940 LF ROCK CONSTRUCTION ENTRANCE 400 SF RECEIVING BODY OF WATER: WATER FROM THE SITE DISCHARGES INTO THE CITY OF LAKEVILLE STORM SEWER SYSTEM THAT DISCHARGES TO SOUTH CREEK APPROXIMATELY 0.15 MILES EAST OF THE SITE EXHIBIT H T IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA PROPOSED GAS LINE CONNECTION TO TIE INTO PROPOSED GAS METER ON BUILDING; SEE ARCH. PLANS FOR EXACT LOCATION PROPOSED POWER LINE TO TIE INTO PROPOSED ELECTRIC METER ON BUILDING; SEE ARCH. PLANS FOR EXACT LOCATION CONNECT TO EXISTING GAS LINE CONNECT TO EXISTING POWER LINE TRANSFORMER PROPOSED GAS LINE PROPOSED POWER LINE 8" SANITARY SEWER BY OTHERS 27 LF OF 6" PVC C-900 FIRE WATER LINE OIL AND GREASE SEPARATOR- SEE MEP PLANS WATER LINE CONNECTION TO BUILDING 6" HYDRANT 8" 45° BEND (MJ X MJ) AND THRUST BLOCK CONNECT TO EXISTING WATERMAIN WITH 8" TEE AND 8" RSV CONNECT TO EXISTING 8"X6" TEE - BY OTHERS 22 LF OF 8" PVC C-900 8" WATER LINE BY OTHERS 23 LF OF 8" PVC C-900 10.4'10.0'10.0'20 FT WATER EASEMENT CO SS-1 IE:974.50 N SS-10 IE:974.50 N SS-3 RE:981.30 IE:974.34 S IE:974.20 E SS-5 RE:981.29 IE:974.13 W IE:974.28 S IE:974.13 E SS-4 RE:979.59 IE:972.36 W 89 LF - 6 " P V C S C H 8 0 @ 2.00% 3 LF - 6" PVC @ 2.00% 11 LF - 6" PVC @ 2.00%10.5'12.4' 8 LF - 6" PVC @ 2.00% SANITARY IE: 973.85 WATERMAIN CONFLICT - SEPARATION BY OTHERS CROSS ACCESS EASEMENT CROSS ACCESS EASEMENT 1.4'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg August 25, 2020 - 5:17pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22. CONTRACTOR SHALL PROVIDE 12 TELEPHONE LINES THAT TYPICALLY RUN IN THE SAME TRENCH AS THE ELECTRICAL FEEDS. CONTRACTOR SHALL PROVIDE TWO (2) SEPARATE 2-INCH CONDUITS FOR CABLE TV AND INTERNET FEEDS WHICH WILL RUN IN THE SAME TRENCH AS THE TELEPHONE LINES. ALSO PROVIDE ONE (1) ADDITIONAL EMPTY 2-INCH CONDUIT WITH A PULL WIRE FOR FUTURE USE.CONTRACTOR SHALL PROVIDE 12 TELEPHONE LINES THAT TYPICALLY RUN IN THE SAME TRENCH AS THE ELECTRICAL FEEDS. CONTRACTOR SHALL PROVIDE TWO (2) SEPARATE 2-INCH CONDUITS FOR CABLE TV AND INTERNET FEEDS WHICH WILL RUN IN THE SAME TRENCH AS THE TELEPHONE LINES. ALSO PROVIDE ONE (1) ADDITIONAL EMPTY 2-INCH CONDUIT WITH A PULL WIRE FOR FUTURE USE. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED PREPARED FORUTILITY PLANC600LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/25/202042661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/25/2020AS SHOWNAKAAKAMCBNORTH DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/25/2020AS SHOWNAKAAKAMCBPROPOSED 6" DRAIN TILE- SEE SHEET C500 EXHIBIT I OVERSTORY TREES CODE BOTANICAL / COMMON NAME SAL TILIA AMERICANA `MCKSENTRY` / SENTRY AMERICAN LINDEN HCK CELTIS OCCIDENTALIS / COMMON HACKBERRY DECIDUOUS SHRUBS CODE BOTANICAL / COMMON NAME DBH DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE RTD CORNUS SERICEA `BAILADELINE` TM / FIREDANCE DOGWOOD EVERGREEN SHRUBS CODE BOTANICAL / COMMON NAME JUN JUNIPERUS CHINENSIS `FAIRVIEW` / FAIRVIEW JUNIPER PERENNIALS CODE BOTANICAL / COMMON NAME AFS SEDUM X `AUTUMN FIRE` / AUTUMN FIRE SEDUM BHG SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN / BLUE HEAVEN LITTLE BLUESTEM SDO HEMEROCALLIS X `STELLA DE ORO` / STELLA DE ORO DAYLILY SHP SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED GROUND COVERS CODE BOTANICAL / COMMON NAME SOD POA PRATENSIS / KENTUCKY BLUEGRASS PLANT SCHEDULE A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH SOD (TYP.) B C D T Δ Δ Δ Δ Δ Δ Δ IBERIA AVEHERITAGE DR 202 ST W. 30 FT BUILDING SETBACK 15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUILD I N G S E T B A C K 15 FT PARKI N G S E T B A C K 30 FT BUILDING SETBACK15 FT PARKING SETBACKPROPOSED STORM POND PROPOSED BUILDING ±6,262 SF TRASH ENCLOSURE AREA TIRE AREA DBH 4 AFS 18 SAL 1 SHP 20 DBH 4 SDO 47 BHG 48 SAL 1 AFS 12 DBH 11 DBH 11 SHP 39 SAL 1 HCK 2 2 HCK 18 SDO SHP 27 B B B B B A A D D D C C A D A SHP 222 RTD 19 SDO 33 JUN 12 RTD 20 DBH 18 RTD 26 DBH 26 DBH 19 RTD 14 20 DBH 16 SDO / 2-4" DIA RIVER ROCK MULCH AT 6" DEEP NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG August 27, 2020 - 9:18amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call PREPARED FORLANDSCAPEPLANL100LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS08/26/202056522NORTH DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/26/2020AS SHOWNAKAAKAMCBALL GROUND AREA UNDER THE BUILDING ROOF OVERHANG MUST BE TREATED WITH A DECORATIVE MULCH AND/OR CONCRETE. OFF STREET PARKING AREAS A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC RIGHT OF WAY THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS OR ANY COMBINATION THEREOF. LANDSCAPE SUMMARY SEE SHEET L101 FOR LANDSCAPING DETAILS, NOTES, AND QUANTITIES EXHIBIT J OVERSTORY TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE SAL 3 TILIA AMERICANA 'MCKSENTRY' / SENTRY AMERICAN LINDEN B & B 2.5" CAL. HCK 4 CELTIS OCCIDENTALIS / COMMON HACKBERRY B & B 2.5" CAL. DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE SPACING DBH 113 DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE #5 CONT. 3` OC H 3` W 3` 36" o.c. RTD 79 CORNUS SERICEA `BAILADELINE` TM / FIREDANCE DOGWOOD #5 CONT. 4` OC H 3` W 5` 48" o.c. EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE SPACING JUN 12 JUNIPERUS CHINENSIS `FAIRVIEW` / FAIRVIEW JUNIPER B & B 6` HT MIN 72" o.c. PERENNIALS CODE QTY BOTANICAL / COMMON NAME CONT SPACING AFS 30 SEDUM X `AUTUMN FIRE` / AUTUMN FIRE SEDUM 1 GAL 24" o.c. BHG 48 SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN / BLUE HEAVEN LITTLE BLUESTEM 1 GAL 18" o.c. SDO 114 HEMEROCALLIS X `STELLA DE ORO` / STELLA DE ORO DAYLILY 1 GAL 24" o.c. SHP 308 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL 24" o.c. GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SOD 17,258 SF POA PRATENSIS / KENTUCKY BLUEGRASS Z 4,380 SF / 2-4" DIA RIVER ROCK MULCH AT 6" DEEP PLANT SCHEDULE NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Zaremba Group\Bridgestone Tires Plus - Lakeville\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG August 27, 2020 - 9:18amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1014 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1013 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. ROCK MULCH TYPE AND COLOR TO BE CHOSEN BY OWNER. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 25. CONTRACTOR TO CONFIRM THE REQUIRED WATER AND ELECTRIC UTILITIES FOR IRRIGATION SYSTEM INCLUDING A MINIMUM 3/4" DIAMETER WATER SERVICE LINE. CONTRACTOR TO COORDINATE WITH MEP CONTRACTOR(S) ON THE DESIGN, APPROVAL AND INSTALLATION OF THESE UTILITIES. LANDSCAPE NOTES PREPARED FORLANDSCAPEDETAILSL101LAKEVILLE TIRESPLUSZAREMBA GROUPLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHEL G. COOKAS08/26/202056522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16014700008/26/2020AS SHOWNAKAAKAMCBEXHIBIT J ZONE APPROVAL (BY/DATE): STREET ADDRESS LAKEVILLE, MN CONSTRUCTION DOCUMENTS WILL BE BASED ON THE LATEST RELEASE OF THE PROTOTYPICAL DOCUMENTS ON LUCERNEX AT THE TIME OF CONSTRUCTION DOCUMENT AUTHORIZATION. PROJECT CONTACTS:PHONE #: VP. CONT. RM. CM. ENTITY ID: SITE ID: LEGACY ID: NS DEV MGR: JUSTIN WERTHAN (615) 937-4736 DESIGN MGR: RICHARD VOGLER (615) 937-4972 CONST MGR: MICHAEL DONOFRIO (484) 832-4168 MGR CONST SUPPORT: CHRIS NAGY (615) 937-9255 ATTORNEY: JILL SCHWARTZ (615) 937-1000 PROJECT CONTACTS:PHONE #: ENGINEER: XXXXXXX XXXXXXXXX (XXX) XXX-XXXX CIVIL FIRM NAME 1497576 2,647 XXXXXXX PROTOTYPE: 2020 ER SHEET NUMBER:SHEET TITLE: NOTE: THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. SITE INFORMATION WAS OBTAINED FROM THE CLIENTS DOCUMENTS; DESIGN MAY VARY. ARCHITECTURAL CONTACT: DAN RICE (918) 587-8600 SGA DESIGN GROUP, P.C. 1437 South Boulder, Suite 550 Tulsa, Oklahoma 74119.3609 p: 918.587.8600 f: 918.587.8601 www.sgadesigngroup.com PSL1PHOTOMETRIC SITE LIGHTING Luminaire Schedule Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number 16 N WALL MOUNT 1.000 2490 19 XSPW-B-WM-3ME-2L-57K-UL-xx (Wall Light) 4 PL1B SINGLE 1.000 8950 86 OSQ-A-DA-4ME-B-57K-UL-BK 1 PL2(90)2 @ 90°1.000 11648 86 OSQ-A-NM-4ME-B-57K-UL-BK (Area) Calculation Summary Label Units Avg Max Min Avg/Min Max/Min All Calc Points Fc 2.69 11.8 0.8 3.36 14.75 Property Line Fc 0.79 3.5 0.0 N.A.N.A. 0Footcandles calculated at grade Filename: FRS-200622LAMNBAFR1.AGI Scale 1" = 16' 32 64 Illumination results shown on this lighting design are based on project parameters provided to Cree Lighting used inconjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting,or energy code.9201 Washington Ave, Racine, WI 53406 https://creelighting.com - (800) 236-6800 CREE GHTINGLI_______________________ A COMPANY OF IDEAL INDUSTRIES, INC. Project Name: Firestone Lakeville MN SR-42379 Layout By: Ben Foster Date:8/26/2020 POLE SCHEDULE (5) CL-SSP-4011-25-D6-BK/AB (25' x 4" sq SQUARE STEEL POLE on 2' Base) (6) OSQ-DABK (Direct Arm Mount) (4) OSQ-BLSMF (Backlight Shield) PROPOSED POLES MEET 120MPH SUSTAINED WINDS *** CUSTOMER TO VERIFY ORDERING INFORMATION AND CATALOGUE NUMBER PRIOR TO PLACING ORDER *** N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10 N MH: 10N MH: 10 N MH: 10 PL2(90) MH: 27 PL1B MH: 27 PL1B MH: 27 PL1B MH: 27 PL1B MH: 27 2.0 1.7 1.4 1.7 1.8 1.7 1.4 1.7 2.0 1.5 1.2 1.0 0.8 1.0 1.3 1.5 1.8 1.5 1.8 2.3 1.7 1.9 1.8 1.8 1.6 2.2 1.8 2.0 1.4 1.0 0.8 1.1 1.4 2.1 1.7 2.0 2.1 1.5 1.5 1.7 2.5 2.4 2.0 2.1 2.2 1.5 1.4 1.5 2.1 1.6 1.1 0.9 1.1 1.6 2.1 1.4 1.4 1.4 2.0 1.5 1.4 1.5 1.8 2.5 3.3 3.5 2.7 2.1 2.0 2.0 1.8 1.8 2.1 1.8 1.6 2.0 2.4 2.0 1.7 1.7 1.5 1.5 1.6 1.0 1.5 1.6 1.8 2.2 2.7 4.7 6.2 4.9 4.6 4.4 4.1 3.4 3.1 3.2 3.5 3.5 4.4 4.3 4.0 3.8 3.1 2.2 1.3 1.1 1.1 1.7 1.9 2.3 1.7 2.7 5.5 11.8 8.7 10.0 9.3 5.4 6.2 5.3 4.4 6.5 4.6 6.7 7.6 9.0 8.7 4.8 2.5 1.4 1.0 0.8 1.6 2.1 1.8 1.3 2.2 4.3 9.3 1.9 1.9 1.4 1.2 1.1 2.1 1.8 1.3 1.3 2.2 4.5 7.9 3.0 2.7 2.1 2.2 2.1 2.0 1.7 1.3 1.2 2.3 4.4 5.1 4.7 3.7 2.5 1.7 1.8 1.2 1.0 2.0 4.2 7.9 4.4 3.6 3.1 1.2 1.7 1.6 1.0 1.6 3.6 9.1 3.3 3.6 3.4 1.4 1.2 1.6 3.3 6.2 3.2 3.3 3.7 4.2 2.6 3.3 3.8 3.7 3.3 3.1 2.2 1.9 0.9 3.8 3.4 2.8 2.7 2.5 2.5 1.7 0.8 2.1 2.3 2.2 1.6 1.4 1.4 0.9 0.3 0.4 0.7 1.1 0.8 1.0 0.9 0.7 0.7 0.3 0.0 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.71.62.72.93.53.52.72.51.91.51.61.71.61.51.62.92.11.20.80.80.6 OSQ Area Luminaire POLE HT= 25' BASE HT= 2'TRASH ENCLOSURE AREAAREATIREIBERIA AVE HERITAGE DR202 ST W.±6,262 SFPROPOSED BUILDING30 FT BUILDING SETBACK15 FT PARKING SETBACK10 FT BUILDING SETBACK5 FT PARKING SETBACK30 FT BUILDING SETBACK 15 FT PARKING SETBACK 30 FT BUILDING SETBACK15 FT PARKING SETBACK30 FT BUIL D I N G S E T B A C K 15 FT PAR K I N G S E T B A C K±5,715 SFPROPOSED STORM PONDACBB.31234567BAY#1 BAY#2 BAY#3 BAY#4 BAY#5 BAY#6 BAY#7 BAY#8 M M EXHIBIT K EXHIBIT L Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us August 24, 2020 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: HERITAGE COMMONS 8TH ADDITION The Dakota County Plat Commission met on August 19, 2020, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 50 (202nd St.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The plat includes a replat of Outlot C, HERITAGE COMMONS 5TH ADDITION with one lot and one outlot. The proposed site is for a Tires Plus building, located north of CSAH 50 and west of Iberia Avenue. The right-of-way needs along CSAH 50 are 75 feet of half right of way, which have been met. Restricted access along CSAH 50 should be shown per HERITAGE COMMONS. The proposed sidewalk connection will require a permit to work in the County Road Right of Way. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners. Traffic volumes on CSAH 50 are 14,000 ADT and are anticipated to be 18,000 ADT by the year 2030. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: EXHIBIT M 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA TIRES PLUS CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On September 3, 2020 the Lakeville Planning Commission met at their regularly scheduled meeting to consider the application of Lakeville BF BTS Retail, LLC for a conditional use permit to allow a Tires Plus minor auto repair use in the Heritage Commons PUD. The Planning Commission conducted a public hearing on the proposed conditional use permit 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 property is located in Planning District No. 4, Central Lakeville, and is classified as Commercial in the 2040 Comprehensive Land Use Plan. 2. The property is zoned PUD with an underlying zoning of C-3, General Commercial District. 3. The legal description of the property is: Lot 1, Block 1, Heritage Commons 8th Addition 4. Section 11-4-3E 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 minor auto repair use is consistent with the commercial designation of Planning District 4 of the 2040 Comprehensive Land Use Plan. b) The proposed use is or will be compatible with future land uses of the area. Finding: The proposed minor auto repair use is compatible with existing and future commercial land uses in the area. 2 c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed minor auto repair use will conform to all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed minor auto repair use is located within the current MUSA and can be adequately served with existing public services. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The existing streets that ser ve the property (202nd Street, Heritage Drive, and Iberia Avenue) can accommodate traffic generated by the proposed project. 5. The planning report dated August 28, 2020 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 Associate Planner Frank Dempsey dated August 28, 2020. DATED: September 3, 2020 LAKEVILLE PLANNING COMMISSION BY:_______________________________ Pat Kaluza, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Logan Vlasaty, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: August 27, 2020 Subject: Heritage Commons 8th Addition • Final Plat Review • Conditional Use Permit • Easement Vacation • Grading and Erosion Control Plan Review • Utility Plan Review • Site Plan Review BBAACCKKGGRROOUUNNDD Representatives of EREP Heritage Commons, LLC and Lakeville BF BTS Retail, LLC have submitted a final plat named Heritage Commons 8th Addition, an easement vacation application, and a conditional use permit application and site plans to construct a minor auto repair facility. The proposed development is located north of and adjacent to 202nd Street (CSAH 50), south of and adjacent to Heritage Drive, and west of and adjacent to Iberia Avenue. The subject property is currently platted as Outlot A, Heritage Commons 5th Addition (PID 223202500030). The parcel is zoned PUD, Planned Unit Development. The final plat consists of one (1) commercial lot within one (1) block and one (1) outlot on 3.74 acres. The outlot created with the final plat shall have the following use: Outlot A: Future commercial use; to be retained by the Developer (2.65 acres) HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 22 OOFF 77 The proposed plat will be completed by: Developer: EREP Heritage Commons. LLC Lakeville BF BTS Retail, LLC Engineer: Kimley-Horn and Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Heritage Commons 8th Addition site primarily contains undeveloped land. Three existing shared access driveways are located on the north and east sides of the parcel. There are no existing wetlands or trees located in or near the parcel. SSIITTEE PPLLAANN The Developer proposes to construct a 6,262 square foot building on Lot 1, Block 1 and 32 parking spaces. The access to Lot 1, Block 1 consists of a two-way shared access from Heritage Drive and a right-in right-out access from Iberia Avenue. The drive aisle on the parking lot south of the proposed building is designed to be extended west as a shared access in the future at the time Outlot A is final platted into lots and blocks. The Developer shall dedicate a private shared access easement with the final plat over the shared access from Heritage Drive and the south drive aisle over Lot 1, Block 1 and Outlot A. The site plan includes the construction of a parking lot, a stormwater infiltration basin, private utilities, and a trash enclosure area on Lot 1, Block 1. EEAASSEEMMEENNTTSS Existing public drainage and utility easements previously dedicated with the Heritage Commons 5th Addition final plat within the parent parcel must be vacated with the final plat. New easements will be established on the Heritage Commons 8th Addition final plat. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Iberia Avenue Heritage Commons 8th Addition is located west of and adjacent to Iberia Avenue, a minor collector roadway as identified in the City’s Transportation Plan. Due to the proximity to the intersection with 202nd Street (CSAH 50), the access to the site from Iberia Avenue will be a right-in/right-out. The right-of-way for Iberia Avenue was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. Heritage Drive Heritage Commons 8th Addition is located south of and adjacent to Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 33 OOFF 77 202nd Street West (CSAH 50) Heritage Commons 8th Addition is located north of and adjacent to 202nd Street West, a minor arterial County roadway as identified in the City’s Transportation Plan. The Dakota County Plat Commission reviewed the final plat at its August 19, 2020 meeting and recommended approval. The necessary right-of-way for 202nd Street West was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress shall be restricted to a single entrance from the existing driveway off Heritage Drive. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The park land dedication was satisfied on the parent parcel as part of the phase one PUD for Heritage Commons in 2000 and will not be required with this final plat. Existing sidewalks are located along Iberia Avenue, 202nd Street West, and Heritage Drive adjacent to the plat. The Developer proposes to extend private sidewalks to connect to the public sidewalk with the proposed improvements. The Developer shall maintain the private sidewalk that will be partially located within the right-of-way. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Heritage Commons 8th Addition is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. An existing 8-inch sanitary sewer stub extends into the east portion of the parcel from Iberia Avenue. Development of Heritage Commons 8th Addition includes the extension of an 8-inch sanitary sewer to provide service to Outlot A and Lot 1, Block 1. The Sanitary Sewer Area Charge has been collected and will not be required with the building permit application. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans. WWAATTEERRMMAAIINN Two existing 8-inch watermain stubs extend into the parcel from Idealic Avenue on the west side, and from Iberia Avenue on the east side. Development of Heritage Commons 8th HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 44 OOFF 77 Addition includes the extension of an 8-inch watermain to loop the existing 8-inch watermain stubs and provide service to the development. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG The parent parcel is located within subdistrict SC-52 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. Development of Heritage Commons 8th Addition will include the construction of one privately owned and maintained stormwater infiltration basin located within Lot 1, Block 1, Heritage Commons 8th Addition. The Developer shall sign a stormwater maintenance agreement for the stormwater basin and dedicate a drainage and utility easement over the stormwater management area prior to the recording of the final plat. The infiltration basin will provide water quality treatment, volume reduction and rate control of the stormwater runoff generated from the proposed site improvements. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. The proposed site plan and improvements contain more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA and prior to the issuance of a building permit. SSTTOORRMM SSEEWWEERR Privately owned and maintained storm sewer will be constructed with Heritage Commons 8th Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 8th Addition will convey runoff to the privately owned and maintained stormwater infiltration basin. The stormwater basin will outlet to the existing City storm sewer system along Heritage Drive. A security of $2,500.00 will be collected for the proposed storm sewer connection with the final plat. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be required with the final plat, calculated as follows: HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 55 OOFF 77 Gross Area of Heritage Commons 8th Addition 163,071.00 s.f. Less Area of Outlot A (Future Development) (-) 115,776.00 s.f. Total = 47,295.00 s.f. 47,295.00 s.f. x $0.250/s.f. = $11,823.75 Net Area of Heritage Commons 8th Addition Area Charge Total FEMA FLOODPLAIN ANALYSIS Heritage Commons 8th Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no trees within the parent parcel. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Heritage Commons 8th Addition. The security amounts are based on construction cost estimates provided by the Developer’s Engineer on July 22, 2020. HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 66 OOFF 77 CONSTRUCTION COSTS Sanitary Sewer $42,440.00 Watermain 55,336.00 Connect to Existing Storm Sewer 2,500.00 Stormwater infiltration basin 20,000.00 Erosion Control, Grading, Restoration 17,023.08 SUBTOTAL - CONSTRUCTION COSTS $ 137,299.08 OTHER COSTS Developer’s Design (3.0%) $ 4,118.97 Developer’s Construction Survey (2.5%) 3,432.48 City’s Legal Expense (0.5%) 686.50 City Construction Observation (5.0%) 6,864.95 Developer’s Record Drawing (0.5%) 686.50 Landscaping 50,000.00 Lot Corners 200.00 SUBTOTAL - OTHER COSTS $65,989.40 TOTAL PROJECT SECURITIES $ 203,288.48 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $200.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 335.13 lf x $0.2832/front foot/qtr. x 4 qtrs. = $379.64 Iberia Avenue Front Footage Streetlight Operating Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 2 units x $90.00/unit = $180.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf format. A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final plat approval and is calculated as follows: HHEERRIITTAAGGEE CCOOMMMMOONNSS 88TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT AAUUGGUUSSTT 2277,, 22002200 PPAAGGEE 77 OOFF 77 1.09 acres x 4.20 x $16.54/unit/qtr. x 4 qtrs. = $302.88 Lot 1, Block 1 Heritage Commons 8th Addition Commercial/Industrial Residential Equivalent Utility Factor Environmental Resources Fee Total The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction costs, or $4,118.97. CASH REQUIREMENTS Trunk Storm Sewer Area Charge Streetlight Operating Fee $ 11,823.75 379.64 City Base Map Updating Fee 180.00 Environmental Resources Fee 302.88 City Engineering Administration (3.00%) 4,118.97 TOTAL CASH REQUIREMENTS $16,805.24 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, conditional use permit, easement vacation, grading and erosion control plan, utility plan and site plan for Heritage Commons 8th Addition, subject to the requirements within this report.