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HomeMy WebLinkAbout02/02/2022 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 The Planning C ommission meeting is both a web broadcast and on a virtual access template to allow remote public participation. The meeting is always open to the public at the Municipal C enter. F ebruary 2, 2022 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of J anuary 5, 2022, Regular Meeting 4.Public Hearings A.Apple Auto Ford Lincoln Redevelopment - PC 21-35-C BG C onsideration of Conditional Use Permit and Site Plan Review/Building Permit Authorization of proposed redevelopment/repositioning of Apple Auto Collision into Apple Auto Lincoln dealership. LO C AT IO N: 7125 - 151th Street West PET IT IO N ER: Apple Ford Lincoln Apple Valley and Gulbrandson Real Estate LLP/Apple Auto Properties 5.Land Use / Action Items 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, February 16, 2022 - 7:00 p.m. Planning Commission - Wednesday, March 2, 2022 - 7:00 p.m. C ity Council - T hursday, February 10, 2022 - 7:00 p.m. C ity Council - T hursday, February 24, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :February 2, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of J anuary 5, 2022, Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of regular meeting of J anuary 5, 2022. S UM M ARY: T he minutes of the last regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES January 5, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Burke at 7:00 p.m. Members Present: Tim Burke, Jodi Kurtz, Keith Diekmann, Paul Scanlan, Becky Sandahl Member(s) Absent: Philip Mahowald, David Schindler City staff members attending: Community Develo pment Director Bruce Nordquist, Planner Alex Sharpe, Planner Kathy Bodmer, City Engineer Brandon Anderson, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Burke asked if there were any changes to the agenda. CD Director Nordquist advised that there are two changes – the addition of a site plan submitted for item 4. A. Lakeside of Diamond Path public hearing and action number 5 has been updated for item 5. A. Apple Valley Industrial – Opus Development. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, approving the agenda and changes. Roll call vote: Ayes - 5 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of November 3, 2021. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of December 15, 2021. Roll call vote: Ayes – 5 – Nays – 0. 4. PUBLIC HEARING A. Lakeside of Diamond Path (Buller) Single Family Chair Burke opened the public hearing. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 2 of 7 Planner Bodmer presented the staff report. Petitioner Mark Sonstegard gave a brief presentation. Resident Rick Bruneau (13271 Diamond Path) asked if these homeowners will be able to add a dock and beach area. He also mentioned that he spoke with Dakota County who mentioned that Diamond Path would be upgraded in the future and will want to take 40’ from his property. He suggested that the City may want to check to be sure that this will not be an issue for the future homeowners. Chair Burke advised that Planner Bodmer would look into these concerns and have an answer for the next meeting. Resident Bill Sherry (4855 Dominica Way) stated his gratitude for the new proposal as opposed to the 17 detached villa homes previously proposed. He also stated how pleased he was that the developer will be doing some initial site prep including the rain garden and then the builder will be doing the individual grading for each property so that it will catch any run-off, sediment, etc. Mr. Sherry also commented that during the building process, it should be expected that there may be a massive rainfall or something that could create a disaster and should be prepared for accordingly. He also stated that he would like to see projects not just meeting the minimum requirements but taking into consideration what works best for each property. Resident Joe Elliott (12949 Diamond Path) asked if the developer is required to build out each property one at a time or if that is just their plan. He stated his concern for wanting the City to require this as a condition. Chair Burke stated that it is just the builder and developer’s plan and not required by the City at this time. Planner Bodmer stated that this could be further researched and brought back at the next meeting. Mr. Elliott asked if the buffer zone is required by the approval process. Planner Bodmer stated that this is required as the developer must provide stormwater treatment and management before it goes into the lake. B. U-Haul Apple Valley Chair Burke opened the public hearing. Planner Sharpe presented the staff report. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 3 of 7 Commissioner Diekmann asked if the orange band at the top of the building will be continued. Planner Sharpe stated that this can be added as a condition. Commissioner Kurtz stated that the orange banding is a highlight of U-Haul and agreed with adding it as a condition. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend approval of site plan and building permit authorization for a 112,170 sq. ft. speculative building. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, to recommend approval of site plan and building permit authorization for a 112,170 sq. ft. speculative building. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend approval of site plan and building permit authorization for a 112,170 sq. ft. speculative building. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, to recommend approval of site plan and building permit authorization for a 112,170 sq. ft. speculative building. Roll call vote: Ayes – 5 – Nays – 0. C. Cowboy Jacks PD-290 Amendment Chair Burke opened the public hearing. Planner Sharpe presented the staff report. Commissioner Diekmann pointed out that the drawing is showing a setback of 19.68’ as opposed to the 20’ Planner Sharpe stated that within the City Ordinance there is a 6” leeway zone and instead of reducing to 19’, staff thought it would be more applicable to go to 20’. Commissioner Diekmann asked how this amendment would affect AmericInn as they have a current setback of 15’. Planner Sharpe advised that since the City granted their variance, it is still applicable and the amendment does not affect them. Commissioner Scanlan asked if there would be any special venting requirements. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 4 of 7 Planner Sharpe advised that since there will be cooking in the addition, they will require a Class II vent hood system and they are using the existing HVAC system. Commissioner Kurtz asked where the new parking spaces will be added and commented that there may be parking issues due to how busy the area is. Planner Sharpe advised that no additional parking will be added. The current parking spots in the front of the building will be designated for pickup orders. Staff has worked with the owner to reduce how busy the area is by having Glazier deliveries pull into the parking lot. AmericInn has stated that they prefer the pickup parking to be located in these front spaces as well so they do not impact the rest of the parking lot. Commissioner Kurtz asked if it were possible to do a northern driveway entry. Planner Sharpe advised that it is not possible as there is not enough room on a corner to add another entrance which is why the current entrance is combined when initially constructed. Chair Burke if there were any comments from the public – None. Petitioner Ken Sherman was present virtually and had no comments. With no further comments, Chair Burke closed the public hearing. It is the policy of the Planning Commission to not act on items the same night of its public hearing, but seeing as there are no public comments, a motion can be made. MOTION: Commissioner Diekmann moved, seconded by Commissioner Sandahl, to recommend approval of a text amendment to Planned Development 290 to reduce the building setback from 30’ to 20’. Roll call vote: Ayes – 5 – Nays – 0. 5. LAND USE A. Apple Valley Industrial – Opus Development Planner Sharpe presented the staff report. Commissioner Diekmann asked if there would be plans for a monument sign on 147th Street to notify who occupies the building as it does not face the street. Planner Sharpe advised that sign plans are not reviewed as part of a site plan and building permit authorization and staff will need to discuss with the applicant. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 5 of 7 Commissioner Scanlan commented that in the past there has been a limit to how many businesses can be displayed on the sign. Planner Sharpe stated that this is correct and would need to meet the overall signage requirement though they could get an increase. This would need to be worked through as part of the sign permit review. Commissioner Scanlan commented that the landscape requirements for the west and east and that a balance takes place with the structure. Planner Sharpe commented that there is a 25’ trail easement on the western side for the Dakota County Greenway Trail as that area will be torn up when the trail is constructed. Chair Burke commented that it could be possible that screening on the north side may not be possible due to the trail and may not be able to have exterior storage as screening is a requirement. Planner Sharpe advised that this could be an issue if a tenant wishes to have exterior storage as they may need to be place on the south side of the building where screening will be allowed. Commissioner Kurtz asked if the applicant or the City decides which trees go into the landscape plan. Planner Sharpe advised that the applicant submits a proposal and the City typically does not revise this though staff will make recommendations to ensure there is a mix of different types as there is a standard practice in forestry and urban plantings. This is to reduce the risk of certain diseases coming through like Emerald Ash Borer to diversify the species in the City. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, to recommend approval of site plan and building permit authorization for a 112,170 sq. ft. speculative building. Roll call vote: Ayes – 5 – Nays – 0. B. Tempo Homes Detached Garage Variance Planner Bodmer presented the staff report. Commissioner Diekmann asked if there would be no condition #1 if the addition is not put on. Planner Bodmer advised that plans have been submitted for the addition so it can be done based on the design. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 6 of 7 Commissioner Diekmann asked in reference to the materials matching on both the home and the detached garage, since there are several different materials being used on the home, which material will the garage need to match? Planner Bodmer advised that the current horizontal lap siding is not consistent with what the plan is and staff will need to work with the builder. Commissioner Kurtz asked if it would be possible to move the garage further east so that the variance would not be needed. Planner Bodmer stated that as the building gets closer to the home, additional fire protection is required and there are several trees that would need to be removed. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend a variance reducing the setback from Galaxie Avenue from 40’ to 32’ for 624 sq. ft. detached garage. Roll call vote: Ayes – 5 – Nays – 0. 6. OTHER BUSINESS A. The Planning Commissioner’s Guide CD Director Nordquist verified that all commissioners have a copy of the Planning Commissioner’s Guide. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, January 19, 2022, 7:00 p.m. The next City Council meeting is Thursday, January 13, 2022, 7:00 p.m. 6. ADJOURNMENT Chair Burke asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Kurtz, to adjourn the meeting at 8:56 p.m. Roll call vote: Ayes – 5 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 5, 2022 Page 7 of 7 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 2/2/2022 . Tim Burke, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :February 2, 2022 S E C T I O N:P ublic Hearings Description: A pple Auto Ford L incoln Redevelopment - P C21-35-C B G S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: A pple Ford L incoln Apple Valley and Gulbrandson Real Estate L L P /Apple A uto Properties P roject Number: P C21-35-C B G Applicant Date: 12/30/2021 60 Days: 2/28/2022 120 Days: 4/29/2022 AC T I O N RE Q UE S T E D: 1. Open the public hearing, receiv e comments, close the public hearing. It is the policy of the Planning C ommission to not take action on an item on the same night as its public hearing. S UM M ARY: Apple Ford Lincoln Apple Valley and Gulbrandson Real Estate LLLP/Apple Auto Properties request consideration of a conditional use permit and site plan review/building permit authorization to redevelop the site at 7125 - 151st Street into a Lincoln dealership site. T he five existing buildings are proposed to be demolished and replaced with a 20,800 sq. ft. building that will contain the Lincoln dealership and auto repair facilities. Vacation Request: While review of the C UP and site plan/building permit authorization are underway, the petitioners have also submitted an application requesting the vacation of Gardenia Avenue and a portion of 151st Street that abuts the subject property. Apple Ford Lincoln would like the public streets vacated so that they can create a connected campus between the Ford and Lincoln dealership buildings. T he vacation request will be reviewed directly by the City Council; the public hearing to consider the vacation is scheduled for the City C ouncil's February 10, 2022, meeting. Conditional Use Permit: T he outdoor sales and storage of motorized vehicles is listed as a conditional use in the "G B" (General Business) zoning district. In addition to the parking lot, special "display areas" are identified on the site plan where vehicles will be arranged and staged. All display areas will be required to be paved. Vehicles may not be stored or displayed in boulevards or landscape areas. T he plans submitted in December show that some of the the outdoor display area on the existing Ford property would also be reconfigured as part of the Lincoln dealership redevelopment. T he public hearing notice only identified the Apple Auto C ollision property, not the main Ford property, as part of the C UP consideration. It may be necessary to re- advertise the public hearing notice to include the Ford property depending upon the extent of the changes from the previously approved C UP. A revised plan set was received J anuary 26, 2022, which appears to confine the limits of the project area to the subject Lincoln parcel. Further review is needed to determine whether the existing Ford C UP will need to be amended. Site Plan Review/Building Permit Authorization: T he site plan shows the new Lincoln dealership building on the site. Access to the site is available in three locations: the northwest side via shared parking lot with Ford, the southwest side via an internal private street connection, and the southeast corner of the site via direct connection to 151st St W. T he circulation between the two lots is circuitous, perhaps to deter cut-through traffic. T he number of parking spaces required for customers, staff and employees is based on the size of the building and the number of employees on the largest shift. A total of 45 parking spaces are required on the site; 126 parking spaces are shown on the site. As stated, a revised plan set was received mid-week last week, not allowing sufficient time for a detailed review. T he plans are included in the staff report, but were not reviewed in detail. Further review will be needed before a recommendation can be made on the project. T he site plan layout is dependent upon C ity approval of the requested vacation of rights-of- way. T he City will need to make a determination whether or not the rights-of-way continue to serve a public purpose. If some of the right-of-way is retained by the C ity, the petitioners will need to revise their plans to address that change of circumstances. B AC K G RO UND: T he Apple Valley Ford dealership was developed on its site at 7200 - 150th Street West in 1992. In connection with that development, the C ity vacated a portion of the 151st Street right-of-way so that it could be platted as an outlot. Outlot A, Apple Valley Ford Addition, was then dedicated to the C ity, and was subsequently transferred to the C ity's Economic Development Authority (ED A). Establishing the outlot allowed the ED A to retain future control of an east-west alignment through the property, while allowing the ED A to respond to the needs of the marketplace at that time. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Map Plan S et Memo Memo 7125 RequestedVacation 7200 Speedway Apple AutoFord Apple AutoCollision BMOHarrisBank CVSPharmacy LAFitness Outlot A New Right-of-Wayfor Cul-de-Sac 150TH ST W GALAXIE AVEGARRETT AVE152ND ST W 151ST ST WGARDENIA AVEGALLIVANT PLGALAXIE AVE151ST ST W 150TH ST W GALLIVANT PL250 0 250125 Feet APPLE AUTO LINCOLNREDEVELOPMENT µLOCATION MAP ^ SITE 150TH ST W CEDAR AVEGALAXIE AVEGARRETT AVE153RD ST W 151ST ST W FOU NDERS LN GLAZIER AVE GLENDA DRGALLIVANT PLGLEASON PATHGARDENIA AVEGADWELL ST 153RD ST WCEDAR AVE150TH ST WGALAXIE AVE151ST ST W A P GB RB RB RB 244 244 532 PD- PD- PD-541 PD-290 PD-244 PD-507 PD-716 PD-244 PD-739 41 1 212 4 4 4 1 4 3 2 3 1 2 2 2 2 2 1 3 1 µ APPLE AUTO LINCOLNREDEVELOPMENT ZONING MAP Ê Source: Dakota County Apple Auto Lincoln Redevelopment Half Section Map APPLE AUTO LINCOLN REDEVELOPMENT 7125 – 151ST ST W SITE APPLE FORD APPLE VALLEY CSAH 42 (150TH ST W) 151ST ST W GARDENIA AVE 152ND ST W 949.60LPPP949.38950.21LP949.25949.93949.91950.40950.46SIGNSIGNSIGN950.07949.44SIGN949.27LPLP3''SIGNLP3''3''3''LPLP3''LP3''LP3''LPLPSIGNLPSIGNLPLPPP950.97950.36950.03950.60LPLP948.64TNH951.92950.70LPLP951.85951.80SIGNSIGNLPLP949.34LPLPLPLPSIGNSIGNLPLPLPLPLPLPLPLP946.45LPLPLPLPLPTNH950.58946.40LPLP948.67LP947.80949.63LPLPLP948.73LPLPLPLPLPLPLPLPLPLPLPLP946.35 946.37LPLP LPLPLPTNH954.32SIGNSIGN14''10''12''12''12''18''18''18''SIGN16''14''14''14''GAR FLOOR 951.98 GAR FLOOR 951.98 GAR FLOOR 951.97 GAR FLOOR 951.97 GAR FLOOR 951.97 GAR FLOOR 951.96 GAR FLOOR 951.97 GAR FLOOR 951.98 GAR FLOOR 951.95 GAR FLOOR 951.95949.80GAR FLOOR952.46GAR FLOOR952.32GAR FLOOR952.48GAR FLOOR952.28GAR FLOOR952.45GAR FLOOR952.40GAR FLOOR952.47SIGN8''10''10''10''6''6''12''GAR FLOOR952.44GAR FLOOR952.45GAR FLOOR952.47GAR FLOOR952.46GAR FLOOR952.46GAR FLOOR952.39GAR FLOOR952.47GAR FLOOR952.47GAR FLOOR952.47GAR FLOOR952.44GAR FLOOR952.43GAR FLOOR 952.68 GAR FLOOR 952.68 GAR FLOOR 952.69 GAR FLOOR 952.70 GAR FLOOR 952.65 GAR FLOOR 952.68 GAR FLOOR 952.68 GAR FLOOR 952.68 GAR FLOOR 952.68FD IP#14942FD IPFD IP#14942FD MAG NAILFD IPEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURB EXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURB EXISTING CONCRETE CURBEXISTING CONCRETE CURB EXISTING CONCRETE CURB EXISTING CONCRETE CURB EXISTING CONCRETE CURB EXISTING CONCRETE CURB EXISTING CONCRETE CURBEXISTING CONCRETE CURB EXISTING CONCRETE CURBEXISTING CONCRETE CURBTRASHENCLOSERTRASHENCLOSERTRASH ENCLOSER TRASH ENCLOSEREXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTINGCONCRETE CURBSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALKSIDEWALKCONCRETE SURFACECONCRETE SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEPAVERSPAVERS SIDEWALK SIDEWALKCONCRETE EXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBEXISTING CONCRETE CURBCONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETECONCRETECONCRETECONCRETECONCRETE555510 10 10 106,774 SQ. 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FENCE8.17.88.38.14.25.14.94.94.714.75.25.013.613.249.049.05.048.1 48.073.173.449.049.112.913.458.7 58.9 58.6 58.7 N00°13'33"E 353.01 N89°47'12"E 300.01S00°13'33"W 353.01S89°47'12"W 300.01 153.3 44.2 44.2 153.3 99.4 54.0 99.4 54.0 54.0 99.2 99.1 54.0 53.8 103.3 53.8 103.3 54.0 103.3 54.0 103.3952951 952952 952 951 950 950 951951 951952 952954953953952952951950952952952 9529 4 9 949949949950 950 951950949950948947948949948948947948947948949948947948948947949949949948 951952952951952951950951950951950 DRAINAGE &UTILITY EASEMENTDENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING COMMUNICATION BOXDENOTES EXISTING ELECTRIC BOXDENOTES IRON MONUMENT FOUNDDENOTES IRON MONUMENT SETDENOTES EXISTING POWER POLEDENOTES EXISTING LIGHT POLEPPLPDENOTES EXISTING RETAINING WALLDENOTES EXISTING FENCELEGENDDENOTES EXISTING UNDERGROUND COMMUNICATION LINEDENOTES EXISTING UNDERGROUND GAS LINEDENOTES EXISTING UNDERGROUND ELECTRIC LINEDENOTES EXISTING UNDERGROUND FIBER OPTIC LINEDENOTES EXISTING OVERHEAD WIREDENOTES EXISTING GAS METERDENOTES EXISTING ELECTRIC METERDENOTES ITEM FROM TITLE COMMITMENT,SCHEDULE B, PART IIB-10DENOTES EXISTING F.E.S.APPLE VALEY,MINNESOTA11PM11-29-2021AS SHOWN17739.00ST. PAUL ,MN 55114767 EUSTIS ST., STE 100KIMLEY HORNTo:Kimley - Horn and Associates, Inc.:Wells Fargo Bank, National Association, its successors and assigns:Old Republic National Title Insurance Company:Burnett Title, as issuing agent:This is to certify that this map or plat and the survey on which it is based is a correct representation ofthe land platted and has been performed in accordance with the 2021 Minimum Standard DetailRequirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS,and includes Items 1, 2, 3, 4, 5, 6(a & b), 7(a, b1, c), 8, 9, 11 (b), 16, and 18 of Table A thereof.The field work was completed on _____________, 2021.Dated this ______ day of ____________, 2021._____________________________________________Russell P. Damlo RLSMinnesota License No. 19086Probe Engineering Company, Inc.PROPERTY DESCRIPTION:Lot 1, Block 1,SOUTHPORT FOURTH ADDITIONLocated in the County of Dakota,State of Minnesota.Recorded as Doc. No. 3476763SITE ADDRESS:7125 151st Street WestApple Valley, MN 55124TOTAL SITE LAND AREA:105,902 Sq. Ft. = 2.43 AcresCURRENT ZONING:General Business (GB)(See drawing showing setbacks.)FLOOD ZONE CLASSIFICATION:Zone X, Flood Insurance Map No. 27037 C0210E, Dated12-02-2011.UTILITIES SHOWN ARE PER FIELD LOCATIONS AS MARKED AND OBSERVED.ALTA/ACSM LAND TITLE SURVEY REQUIREMENTS (additional Table A Items):No. 16:Existing buildings are shown on this survey.No. 18:No documentation was provided for appurtenant, offsite easements.Current Title Commitment referenced for this survey is from Burnett Title Insurance Company, File No.2127018-12552, dated 12-20-2018.The items listed in Schedule B, Part 2, are either shown on survey, labeled as not affecting this propertyor labeled as not plottable on survey.Per Burnett Title Insurance Company, Title Commitment File Number, 2127018-12552, dated 12-20-2018,Schedule B, Part 2 exceptions affecting this property are listed below:Item No. 12 are _________CONTACT CITY OF APPLE VALLEY FOR SANITARY SEWER, WATERMAIN, STORMWATERMANAGEMENT AND STREET MAINTENANCE.952-432-2500CONTACT DAKOTA ELECTRIC ASSN. FOR ELECTRIC POWER MANAGEMENT.651-463-6212CONTACT FRONTIER COMMUNICATIONS FOR TELEPHONE MANAGEMENT.800-778-9140CONTACT CENTER POINT ENERGY FOR GAS SERVICE MANAGEMENT.608-223-2014CONTACT DAKOTA COUNTY HIGHWAY DEPT. FOR ROADWAY MANAGEMENT.952-891-7900DRAFT LP 948.67 E LP 947.80 ST 949.63 LP LP LP 948.73 LP LP LP LP LP LP LP LP LPLP LP LP 946.35946.37LP LP LP LP LP EE TNH 954.32 SIGNSIGN 14'' 10'' GM E EMEM EM EM EM 12'' 12'' 12'' 18'' 18'' 18'' SIGN 16'' EE 14'' 14''14'' GMGM EMEMEM 949.80 SIGN 8'' 10'' 10'' 10'' E E 6'' 6'' 12''EMEM GM EMEMEMEMGM GMGM EM EM FD IP #14942 FD IP FD IP #14942 FD MAG NAIL FD IP EXISTING BUILDINGEXISTING CONCRETE CURB5 5 5 5 10101010DRAINAGE & UTILITY EASEMENT 949.60 LPE PP 949.38 ST 950.21 E LP 949.25 949.93 E LP E LP LP 3''3''3'' LP LP 3'' LP 3'' LP 3'' LP E LP SIGN LP SIGN E LP LPE PP ST 950.97 950.36950.03 ST 950.60 E LP LP E 948.64 TNH 951.92 950.70 E LP E LP 951.85 951.80 SIGNSIGN LP LP E 949.34 LPE LP LP LP SIGN SIGN LP LP LP LP 946.45 LP LP LP LP TNH 950.58 946.40 LP E A A A A A A A A A A B B B B B B B B B B B A B B BB B B B B B B B B B B B B B B B B C C C C C C CC C D D D D D D D PROTECT EXISTING STORM SEWER PROTECT EXISTING FIBER OPTIC PROTECT EXISTING GAS LINE PROTECT EXISTING ELECTRIC PROTECT EXISTING TELECOM PROTECT EXISTING ELECTRIC PROTECT EXISTING GAS LINE PROTECT EXISTING TELECOM PROTECT EXISTING WATER MAIN PROTECT EXISTING HYDRANT PROTECT EXISTING SANITARY SEWER PROTECT EXISTING TELECOM LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING PROTECT EXISTING SANITARY SEWER 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg December 13, 2021 - 5:07pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC100APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.FIRST M. LASTXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNXXXXXXXXX1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH APPLE VALLEY, <COUNTY> COUNTY AND MINNESOTA/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES NORTH KEYNOTE LEGEND REMOVE TREE (TYP.) REMOVE LIGHT POLE (TYP.) REMOVE SIGN (TYP.) PROTECT TREE (TYP.) A B C D LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT LP 948.67 E LP 947.80 ST 949.63 LP LP LP EE TNH 954.32 SIGNSIGN 14'' 10'' GM E EMEM EM EM EM 12'' 12'' 12'' 18'' 18'' 18'' SIGN 16'' EE 14'' 14''14'' GMGM EMEMEM 949.80 SIGN 8'' 10'' 10'' 10'' E E 6'' 6'' 12''EMEM GM EMEMEMEMGM GMGM EM EM FD IP #14942 FD IP FD IP #14942 FD MAG NAIL FD IP 5 5 5 5 10101010DRAINAGE & UTILITY EASEMENT 949.60 E LP E LP LP E LP SIGN LP SIGN E LP LPE PP ST 950.97 950.36950.03 ST 950.60 E LP LP E 948.64 TNH 951.92 950.70 E LP E LP 951.85 951.80 SIGNSIGN LP LP E 949.34 LPE LP LP LP SIGN SIGN LP LP LP LP LP TNH 950.58 946.40 LP E A A A B B B B B B B C C C CC C D D D D D D PROTECT EXISTING FIBER OPTIC PROTECT EXISTING GAS LINE PROTECT EXISTING ELECTRIC PROTECT EXISTING TELECOM PROTECT EXISTING ELECTRIC PROTECT EXISTING GAS LINE PROTECT EXISTING TELECOM PROTECT EXISTING WATER MAIN PROTECT EXISTING SANITARY SEWER PROTECT EXISTING TELECOM LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING PROTECT EXISTING SANITARY SEWER D 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg January 26, 2022 - 12:01amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC100APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.01/25/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDM1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH APPLE VALLEY, DAKOTA COUNTY AND MINNESOTA/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES NORTH KEYNOTE LEGEND REMOVE TREE (TYP.) REMOVE LIGHT POLE (TYP.) REMOVE SIGN (TYP.) PROTECT TREE (TYP.) A B C D LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT REVISED 1-26-2022 EXISTINGBUILDINGEXISTINGBUILDING151ST STREETGARDENIA AVENUE (VACATED)151st. STREETSTOPSTOP MHCBCBCBMHMHMHTransmissionTowerMHMHHyd.EMHHyd.Hyd.MHSignMHMHMHMHMHGARRETT AVENUE MHCBCBCBMHEXISTING TARGET STORE 150th. STREET (Co. Rd. 42)NEW PYLON SIGNBLDG. SETBACKBLDG. SETBACKPARKING SETBACK20'-0" 50'-0" PARKING SETBACK 5'-0"BLDG. SETBACK 20'-0"26'-0"LINCOLN20,769 SQ. FT.PARKI N G S E T BACK21201796141619361540'-0" 20'-0"11" = 50'-0"SITE PLANNORTH 25'50'0100'98'-0"DIRECTIONAL SIGNTRASHENCLOSURE411UP 34TE.V.CHARGINGSTATIONSAPPLE AUTO - LINCOLN SITE 7125 151ST. STREET WEST APPLE VALLEY, MINNESOTA 55124PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________9/24/20219/27/2021 9:32:10 AM Z:\Projects\AutoCAD\2020-11 Apple Auto_Lincoln Site\Apple Auto - Lincoln Site\Sheets\A050 Site Plan.dwg SITE PLANPRINTED FOR:____________________________REVIEWDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-11THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A050 LP LP LP LP LP LP LP EXISTING BUILDING LP PP LP LP LP LP LP LP LP LP SIGN LP LP PP LP LP LP LP LP PROPOSED DEALERSHIP BUILDING ±20,800 SF PROTECT EXISTING GENERATOR CONSTRUCT NEW CUL-DE-SAC PROPOSED PROPERTY LINE VACATED PROPERTY LINE DISPLAY AREA DISPLAY AREA DISPLAY AREA MONUMENT SIGN MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION UNDERGROUND STORMWATER MANAGEMENT SYSTEM VEHICLE RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP MATCH EXISTING CURB AND PAVEMENT SECTION ADA RAMP ADA RAMP 6 14 9 14 16 7 21 7 5 5 12 3 3 15 15 3832 19 45 51 57 65 R 5 0.0'R50.0' R100.6' R130.6'R35.8'R120.0'R150.0'R 1 2.0'R12.0 'R 1 2.0'R12 .0' R 2 5 .5 'R20.0'R20.0'R 1 2 .0' R 2 0 .0 'R 8.0 'R 20.0'R8.0'R 2 0 .0'R 20.0'R20.0'R12.0' R5.5'R8. 0'30.0'24.0'30.0' 24.5'30.0'30.0 ' 30.0' 24.0' 24.0' 24.0' 24.0' 20.0'9.0'20.0'9.0'20.0'9.0'20.0'9.0'20.0'9.0'25.7'30.0'24.0' 12.0'25.0'25.0'26.0' 20.0'9.0'20.0'9.0'18.0'9.0'18.0'9.0'19.5'9.0' 9.0'20.0'9.0'19.0'9.0'20.0 ' 9.0'20.0'TRANSFORMER PAD 9.0'20.0'9.0'20.0'9.0'18.0'9.0'18.0'9.0'20.0'9.0'20.0'9.0'20.0'9.0'20.0'8.5'6.0'E.V. CHARGING STATION 151ST STREET 150TH STREET PRIVATE STREETWAYFINDING SIGNAGE MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT PREPARED FORSITE PLANC100APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.12/01/2021XXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT 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\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg December 01, 2021 - 11:33am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE 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 PROBE ENGINEERING, DATED 11/30/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.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. 9.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10.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. 11.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. LP LP LP LP LP SIGN LP LP LP LP SIGN LP LP PP LP LP LP LP LP SIGN SIGN LP LP LP LP LP PROPOSED DEALERSHIP BUILDING ±20,800 SF CONSTRUCT NEW CUL-DE-SAC PROPOSED PROPERTY LINE VACATED PROPERTY LINE MONUMENT SIGN MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION UNDERGROUND STORMWATER MANAGEMENT SYSTEM ADA RAMP MATCH EXISTING CURB AND PAVEMENT SECTION ADA RAMP 7 27 20 11 3 15 17 37 R 5 0.0'R 2 0 .0' 24.5'25.7'30.0'24.0' 12.0'25.0'25.0'26.0' 20.0'9.0'18.5'9.0'9.0'20.0'TRANSFORMER PAD 9.0'20.0'9.0'20.0'9.0'18.0'9.0'20.0'9.0'20.0'9.0'18.5'9.0'18.5'8.5'6.0'E.V. CHARGING STATION 151ST STREET 150TH STREET PRIVATE STREETWAYFINDING SIGNAGE MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT CONNECT TO EXISTING SIDEWALK SECTION R 2 5.0'R25.0' R5.5' R 2 0 .0'R120.0'R 10 .0'R15.0' R 1 5 .0 'R20 .0 ' R 1 2 .0'MAX 2' RETAINING WALL PREPARED FORSITE PLANC200APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.01/25/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg January 26, 2022 - 12:02am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE 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 PROBE ENGINEERING, DATED 11/30/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. 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. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. 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. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. NORTH REVISED 1-26-2022 947.80 949.63 LP LP LP LP 946.35946.37LP LP LP FD MAG NAIL FD IP EXISTING BUILDINGEXISTING CONCRETE CURB949.60 LP PP 949.38 950.21LP 949.25 949.93 LP LP LP LP LP LP LP SIGN LP LP PP 950.97 950.36950.03 950.60 LP LP 946.45 LP LP LP DDD DPROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 PROPOSED PROPERTY LINE VACATED PROPERTY LINE 151ST STREET 150TH STREET PRIVATE STREETGRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) 950 950 950 950950 950 950 947947947 94 7 9 4 8 948948 948 9 4 8 948 948948 949 949 949 949 949 949 949 949 949 949 9 4 9 949 949 949 949 951951951951951951951 951951 951951 951 951 951951 951 951952 952 952 952952952 952 952 952 952 952 952 952952 953 953 9509 5 0 950950950950949949949948948949 1.17% 1.29% 1 . 0 5% 1. 2 5 % 1 . 1 5%1.87%1.77% 2.25 %3.62% 6.27%4.14%4.23%1.20% 1 . 7 2%2.20%2.83%2.5 8 %1.52%1. 0 2 % 2.85 %2.64% 2.50 %4.08%2.46% 2.26% 2.17% 2.25 %2.75%3.83%1.43% 1.8 2 % 1. 3 3% 2.37% 1.34% 1 . 9 6%2.17%2.70%1.28%3.71%16.96%21.92%2.03%1.32% 2.19% 2.33%1.58%2.28%1. 2 7 %1.06%2.23%1.74%2.91%2.21%1.69%1.35%1.53% ST-203 CB RE:951.38 IE:945.21 NW ST-310 CB RE:950.85 IE:944.23 SW ST-101 MH RE:950.83 IE:941.83 S IE:941.83 NE ST-301 CBMH RE:950.76 IE:942.16 S IE:942.16 SW IE:942.16 N ST-308 CBMH RE:950.72 IE:943.62 NE IE:943.62 S IE:943.62 W ST-307 CBMH RE:950.58 IE:943.04 E IE:943.04 NW ST-300 MH RE:950.56 IE:942.07 S ST-202 CBMH RE:950.46 IE:943.84 SE IE:943.84 W ST-303 CBMH RE:950.36 IE:942.53 SE IE:942.53 SW IE:942.53 N OCS-102 OUTLET CONTROL STRUCTURE RE:950.09 IE:942.00 N ST-200 MH RE:949.98 IE:942.00 N ST-201 CBMH RE:949.47 IE:942.10 E IE:942.10 S ST-309 CB RE:948.99 IE:944.24 N ST-302 CB RE:948.08 IE:942.45 NE ST-306 CB RE:947.33 IE:943.83 SE ST-304 CBMH RE:946.14 IE:943.14 W IE:943.14 NE ST-305 CB MH RE:946.05 IE:943.69 NW IE:943.69 E EXMH-100 CONNECT TO CITY SEWER RE:942.92 IE:941.40 SW 137 LF - 15" RCP @ 1.00% 174 LF - 18" RCP @ 1.00% 10 LF - 24" RCP @ 1.00% 124 LF - 15" RCP @ 0.50% 115 LF - 18" RCP @ 0.50% 103 LF - 18" RCP @ 0.50% 75 LF - 30" RCP @ 0.50% 19 LF - 30" RCP @ 0.50% 29 LF - 15" RCP @ 0.50% 109 LF - 15" RCP @ 0.50% 121 LF - 18" RCP @ 0.50% 58 LF - 15" RCP @ 0.50% 125 LF - 15" RCP @ 0.50% 17 LF - 15" RCP @ 1.00% 43 LF - 15" RCP @ 1.00% 949 949 948 949 950 950 949948947947 947 948 948948 948 947948949 94 8 9499499499499 5 0950951 95195094994894795 0 951 951951 951 951 950 9499499519529 5 2952952951951951 952 950 952 95 1 952 952952952 952952949.55 949.38 950.42 949.55 949.05 950.03 949.84948.22 948.46 947.85 947.82 947.66 948.67 949.09 949.94 949.92 951.69 951.37 951.51950.89 950.61 950.62 950.46 950.57 949.45 948.30 946.78 947.59 946.82 946.59947.60 948.01 948.75 947.92 949.78 948.12 948.65 948.50 948.12 947.90 949.11 949.15 950.70 950.64 951.09 951.30 951.53 951.86 952.41 951.82 951.68 952.16 951.63 951.72 952.02 952.16 952.18 952.15 952.29 952.20 952.30 950.58 950.48 951.57 951.36 951.78 952.53951.70 950.76 950.17 950.54 949.62 949.93 948.92 948.44 949.61 ME:947.83 ME:948.35 ME:948.89 ME:948.31 ME:948.22 ME:946.84 ME:947.88 ME:948.31 ME:946.86 ME:948.35 ME:949.84 ME:949.61 ME:949.86 ME:950.64ME:950.61 ME:951.68 ME:950.43 ME:948.85 ME:948.90 T/G:948.00 T/G:949.12 T/G:949.84 T/G:950.09 T/G:951.14 T/G:951.68 T/G:952.26 T/G:950.40 T/G:950.38 T/G:950.32 949.05 952.50 952.50 952.50 952.50 952.50 952.50 952.50952.50 952.50 952.50 952.50 PROPOSED UNDERGROUND STORMWATER SYSTEM ADS STORMTECH MC-3500 CHAMBERS OR APPROVED EQUAL ± 55,000 CUBIC FEET BOTTOM: 942.00 948.29 948.64 ADJUST STRUCTURE TO FINISHED GRADE. CHANGE TO SOLID CASTING.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\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg December 01, 2021 - 11:34am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC200APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.12/01/2021XXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, 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-1785 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. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION 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) D LP 948.67 LP 947.80 949.63 LP LP LP SIGN FD IP #14942 FD IP FD MAG NAIL FD IP 949.60 LP LP LP LP SIGN LP LP PP 950.97 950.36950.03 950.60 LP LP 948.64 LP LP LP SIGN SIGN LP LP LP LP 946.40 LP DDD DPROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 PROPOSED PROPERTY LINE VACATED PROPERTY LINE 151ST STREET 150TH STREET PRIVATE STREETGRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) 950 950 950 950950 950 947948948 948 949 949 949 949 949 949 949 949 949 949 949 949 949 949 951951951951951951 951951 951951 951 951 951951 951 951952 952 952 952952952 952 952 952 952 952 952 952952 953 953 9509 5 0 9509509509509499499491.04% 1.34% 1. 6 3 %2.18%2.81%???1.31%1.39%3.55% 2.12% 2.53% 2.58%2.16%2.12%1.78% 1.72% 1.21 % 2.42%2.30% 2.34%1.31%9.97%2.08% 1.39%15.70%9.78%2.01% 2.77% 2.57% 1.41 %1.68%1.91 % 1.07% 1. 0 7%4.51%3.04%1.00%5.9 7 % ST-203 CB RE:950.88 IE:945.41 NW ST-310 CB RE:950.88 IE:944.23 SW ST-101 MH RE:951.71 IE:941.83 S IE:941.83 NE ST-308 CBMH 48" DIA. RE:951.49 IE:943.62 NE IE:943.66 S IE:943.66 W ST-307 CBMH 48" DIA. RE:949.65 IE:942.81 E IE:942.81 N ST-300 MH RE:950.70 IE:942.00 S ST-202 CBMH 48" DIA. (CIR.) RE:949.27 IE:944.04 SE IE:944.04 W ST-303 CBMH 48" DIA. RE:950.03 IE:942.45 S IE:942.45 N OCS-102 OUTLET CONTROL STRUCTURE RE:951.01 IE:942.00 N ST-200 MH RE:950.78 IE:942.00 N ST-201 CBMH 48" DIA. RE:950.32 IE:942.18 E IE:942.18 S ST-309 CB RE:947.87 IE:944.24 N EXMH-100 CONNECT TO CITY SEWER RE:942.92 IE:941.40 SW 118 LF - 15" RCP @ 1.16% 159 LF - 18" RCP @ 1.16% 16 LF - 24" RCP @ 1.16% 124 LF - 15" RCP @ 0.50% 183 LF - 18" RCP @ 0.47% 76 LF - 18" RCP @ 0.47% 97 LF - 30" RCP @ 0.47% 88 LF - 15" RCP @ 0.47% 23 LF - 15" RCP @ 0.75% 43 LF - 15" RCP @ 1.00% 949 951 951952 9 5 1 9499519 5 2952951952952 951 950 951952952950 952951952948.46 948.13949.05 949.17 949.05 948.85 948.61 951.74 951.77 952.01 950.04 950.48 950.53 950.32 950.93 951.22 952.50 952.17 951.50 951.53 952.50 951.44 950.91 949.84 951.81 951.90 951.92 951.90 949.08 949.08 951.42 951.36 951.40 950.73949.88 951.17 950.20 950.87 949.74 ME:947.59 ME:948.35 ME:948.89 ME:949.61 ME:949.86 ME:950.64ME:950.61 ME:951.68 ME:950.43 ME:948.85 ME:948.40 T/G:951.89 T/G:948.94 T/G:949.01 952.50 952.50 952.50 952.50 952.50 952.50 952.50952.50 952.50 952.50 952.50 PROPOSED UNDERGROUND STORMWATER SYSTEM ADS STORMTECH MC-4500 CHAMBERS OR APPROVED EQUAL TOTAL VOLUME: ±32,075 CUBIC FEET STONE IE: 942.00 CHAMBER BOTTOM: 942.75 CHAMBER TOP: 947.75 HWL: 948.15 WQV PROVIDED: 6,970 CF 948.29 948.66 951.56 951.58 951.48 GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) ME:948.44 ME:948.82 ME:949.00 ST-308A CBMH 48" DIA. RE:948.11 IE:943.84 S IE:943.84 N 38 LF - 15" RCP @ 0.47% 1 . 0 9% 949.62 TW:952.50 BW:950.50950.502.98%2.67%2.67%950.66 950.13 950.09 ME:949.31 ME:949.57 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg January 26, 2022 - 12:04am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC300APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.01/25/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, 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-1785 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. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION 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) D REVISED 1-26-2022 947.80 949.63 LP LP LP LP 946.35946.37LP LP LP FD MAG NAIL FD IP EXISTING BUILDINGEXISTING CONCRETE CURB5 5 5 5 10101010DRAINAGE & UTILITY EASEMENT 949.60 LP PP 949.38 950.21LP 949.25 949.93 LP LP LP LP LP LP LP SIGN LP LP PP 950.97 950.36950.03 950.60 TNH 951.92 LP LP 946.45 LP LP LP TNH 950.58 CONNECT 8" SERVICE TO WATERMAIN W/ 8"x12" TEE 8" GATE VALVE SPLIT 2" DOMESTIC AND 8" FIRE SERVICE 2" DOMESTIC SERVICE 8" FIRE SERVICE COMMUNICATION SERVICE GAS SERVICE ELECTRIC SERVICE TRANSFORMER PAD CONNECT COMM/GAS/ELECTRIC SERVICE TO EXISTING UTILITY LINES. CONTRACTOR TO COORDINATE WITH FRANCHISE UTILITIES FOR EXACT LOCATION.CONNECT 6" HYDRANT LEAD TO WATERMAIN W/ 6"x12" TEE 6" GATE VALVE HYDRANT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE SS-102 BLDG SERVICE IE:945.50 W 41 LF - 6" PVC @ 2.00% SS-101 MH RE:951.61 IE:944.69 E IE:944.69 S 107 LF - 6" PVC@ 2.00%SS-100 CONNECT TO EXISTING MH IE:942.54 N 150TH STREET PROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 151ST STREETPRIVATE STREETThis 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\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg December 01, 2021 - 11:34amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC300APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.12/01/2021XXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMUTILITY 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-1785 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 APPLE VALLEY AND/OR STATE OF MINNESOTA 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. NORTH 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 LP 948.67 LP 947.80 949.63 LP LP LP SIGN FD IP #14942 FD IP FD MAG NAIL FD IP 5 5 5 5 10101010DRAINAGE & UTILITY EASEMENT 949.60 LP LP LP LP SIGN LP LP PP 950.97 950.36950.03 950.60 LP LP 948.64 TNH 951.92 LP LP LP SIGN SIGN LP LP LP LP TNH 950.58 946.40 LP CONNECT 8" SERVICE TO WATERMAIN W/ 8"x12" TEE 8" GATE VALVE SPLIT 2" DOMESTIC AND 8" FIRE SERVICE 2" DOMESTIC SERVICE 8" FIRE SERVICE COMMUNICATION SERVICE GAS SERVICE ELECTRIC SERVICE TRANSFORMER PAD CONNECT COMM/GAS/ELECTRIC SERVICE TO EXISTING UTILITY LINES. CONTRACTOR TO COORDINATE WITH FRANCHISE UTILITIES FOR EXACT LOCATION.CONNECT 6" HYDRANT LEAD TO WATERMAIN W/ 6"x12" TEE 6" GATE VALVE HYDRANT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE SS-102 BLDG SERVICE IE:945.50 W 41 LF - 6" PVC @ 2.00% SS-101 MH RE:951.61 IE:944.69 E IE:944.69 S 107 LF - 6" PVC@ 2.00%SS-100 CONNECT TO EXISTING MH IE:942.54 N 150TH STREET PROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 151ST STREETPRIVATE STREETThis 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg January 26, 2022 - 12:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC400APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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.WILLIAM D. MATZEK, P.E.01/25/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNACLACLWDMUTILITY 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-1785 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 APPLE VALLEY AND/OR STATE OF MINNESOTA 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. NORTH 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 REVISED 1-26-2022 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D FD MAG NAIL FD IP EXISTING CONCRETE CURB2 - IHL 9 - DBH 10 - DBH 2 - IHL 2 - IHL 20 - GLS 6 - GLS 5 - GLS 3 - DBH 4 - DBH 1 - IHL 6 - GLS 3 - BOL 6 - DBH 24 - SDO 28 - PDS 11 - WLC 22 - SDO16 - WLC 19 - BES 8 - DBH 6 - HCK 4 - WLC 5 - BLC 8 - KFG 5 - TAU 8 - KFG 5 - BLC 4 - WLC 4 - TAU 9 - KFG 19 - PWW 21 - PDS 1 - ABM 14 - PWW 23 - PDS 1 - ABM 3 - SGJ 28 - PDS 20 - PWW 26 - SDO 1 - ABM 29 - SDO 1 - ABM 13 - PWW 17 - PDS 1 - ABM 1 - ABM 1 - ABM 1 - HCK 10 - GLS 3 - PRC 1 - HCK 1 - HCK 1 - HCK 3 - PRC 18 - BES 8 - KFG 10 - KFG 63 - SDO 22 - WLC 6 - BLC 20 - KFG 2 - PRC 35 - BES 9 - KFG 10 - DBH 11 - KFG 12 - WLC 12 - WLC 8 - KFG 16 - BES 5 - BLC 8 - KFG 16 - BES 15 - WLC 1 - BOL 2 - PRC PROPOSED DEALERSHIP BUILDING ±20,800 SF PROPOSED PROPERTY LINE VACATED PROPERTY LINE DISPLAY AREA DISPLAY AREA DISPLAY AREA MONUMENT SIGN E.V. CHARGING STATION 150TH STREET WAYFINDING SIGNAGE EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT A B A B A B B B B B B B B B B B C C C C C C D D D D D D D D DD D D D D D D D D D PERENNIALS CODE QTY BOTANICAL NAME BES 104 RUDBECKIA FULGIDA `GOLDSTURM` KFG 99 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` PDS 117 SPOROBOLUS HETEROLEPIS PWW 66 ECHINACEA X `POW WOW WILDBERRY` SDO 164 HEMEROCALLIS X `STELLA DE ORO` WLC 96 NEPETA X FAASSENII `WALKERS LOW` ORNAMENTAL TREE CODE QTY BOTANICAL NAME PRC 8 MALUS IOENSIS `PRAIRIE ROSE` OVERSTORY TREE CODE QTY BOTANICAL NAME ABM 7 ACER X FREEMANII `AUTUMN BLAZE` BOL 6 TILIA AMERICANA `BOULEVARD` HCK 10 CELTIS OCCIDENTALIS IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME SGJ 3 JUNIPERUS CHINENSIS `SEA GREEN` TAU 9 TAXUS X MEDIA `TAUNTONII` DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME BLC 21 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM DBH 50 DIERVILLA LONICERA GLS 47 RHUS AROMATICA `GRO-LOW`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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\Apple Valley Lincoln\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg December 13, 2021 - 5:09pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100APPLE VALLEYLINCOLNDARWIN LINDAHLARCHITECTSAPPLE VALLEYMINNESOTADATE: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. COOKAS, PLA12/01/202156522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500212/01/2021AS SHOWNCFKCFKMGCTREE MITIGATION REQUIRED:329 CAL. IN. REMOVED X (0.1) REQUIRED TREES:33 TREES PROPOSED TREES:38 TREES REQUIRED MINIMUM COST:2.5% OF TOTAL BUILDING CONSTRUCTION COST LANDSCAPE SUMMARY NORTH PLANT KEY SEE L101 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS 171/8" = 1'-0"WEST EXTERIOR ELEVATIONT.O. OPNGEL.: 110'-0"T.O. PARAPETEL.: 119'-6"MAIN LEVELEL.: 100'-0"T.O. OPENINGEL.: 112'-0"4592997645136616151919672172122T.O. RUNWAY ROOFEL.: 114'-8"21AA.1CDEFGHB.2B8661/8" = 1'-0"EAST EXTERIOR ELEVATIONMAIN LEVELEL.: 100'-0"T.O. OPENINGEL.: 110'-0"T.O. PANELEL.: 119'-4"T.O. OPENINGEL.: 108'-0"T.O. OPENINGEL.: 102'-10"139141145227T.O. RUNWAY ROOFEL.: 114'-8"EL.: 97'-8"1516146192172172118HGFAB42191/8" = 1'-0"SOUTH EXTERIOR ELEVATIONMAIN LEVELEL.: 100'-0"T.O. OPENINGEL.: 110'-0"T.O. OPENINGEL.: 107'-2"EL.: 97'-8"2071515661151516156211972172129.5117.84.62.955201/8" = 1'-0"NORTH EXTERIOR ELEVATIONMAIN LEVELEL.: 100'-0"T.O. UTILITY CAPEL.: 114'-8"T.O. FACADE WALLEL.: 119'-6"1.INSULATED PRECAST CONCRETE WALL PANEL - CP-12.EXPOSED CONCRETE - CONC-1 COLOR TO MATCH CWP-13.METAL WALL PANEL - MWP-14.METAL WALL PANEL - MWP-25.METAL WALL PANEL - MWP-36.METAL WALL PANEL - MWP-47.INSULATED PRECAST PANEL W/ EMBEDDED BRICK VENEER -CP-28.COMPOSITE WALL PANEL - CWP-19.CURTAIN WALL GLAZING SYSTEM (BUTT GLAZED) - SGS-110.AUTOMATIC SLIDING DOOR SYSTEM - DR-111.FOLDING GLASS DOOR SYSTEM - DR-2A12.FOLDING GLASS DOOR SYSTEM - DR-2B13.INSULATED SECTIONAL OVERHEAD DOOR W./POLYCARBONATE VISION PANELS (RYTEC OR SIM.)14.CLEAR ANODIZED ALUMINUM DOOR/WINDOW SYSTEM W/INSULATED GLAZING - DR-415.UTILITY PASSAGE DOOR - DR-516.INSULATED SECTIONAL OVERHEAD GARAGE DOOR W/ VISIONPANELS - DR-617.BUILDING SIGNAGE - SIGN-118.PAINT - PNT-419.CLEAR ANODIZED ALUMINUM WINDOW FRAME W/ 1"INSULATED LOW-E GLAZING20.HIGH SPEED ALUM. ROLL-UP DOOR W./ POLYCARBONATEVISION PANELS (RYTEC OR SIM.)21.PREFINISHED METAL CAP FLASHING - MATCH WALL COLOR22.STEEL TUBE - SEE STRUCTURAL - PAINT23.DEALER BRAND WALL24.1 1/2" Ø STAINLESS STEEL TOP RAIL, POSTS & CLIPSGUARDRAIL WALL W/ TEMPERED GLASS INSERTS25.STAINLESS STEEL HANDRAIL#T.O. BEZEL FR.EL.: 108'-0"EL.: 97'-8"T.O. OPENINGEL.: 112'-0"6664564542999172222171420817KEY NOTES:11987654323.53.810.39MATERIAL:FINISH:GLASS:MANUFACTURERS:GLASS:ALUMINUM CURTAIN WALL SYSTEMW/ INSULATED GLASS; 2 ¼” WIDEMULLIONSCLEAR ANODIZED ALUMINUMSOLARBAN 70XL SOLAR SONTROLLOW-E; CLEARKAWNEER OR EQUALPPG GLASS OR EQUAL16ALUMINUM FULL VISIONSECTIONAL OVERHEAD DOORCLEAR ANODIZED ALUMINUM1 " INSUL. CLEAR (TEMPERED)OVERHEAD DOOR COMPANYOR EQUALMATERIAL:FINISH:GLASS:MANUFACTURER:( KEY NOTE NOTE # )EXT. COLOR/MATERIAL PALLETTE1910184447FACE BRICK VENEERMASONRY UNITCREAMDELVIN BRICK & BLOCK LIMITEDMATERIAL:COLOR:MANUFACTURER:4ALUMINUM COMPOSITE PANEL MWP-2FORD LINCOLN WHITE RVW 9 2015 4mmPER ELEVATIONSALPOLICMATERIAL:COLOR:SIZE:MANUFACTURER:5ALUMINUM COMPOSITE PANEL MWP-3MATERIAL:COLOR:SIZE:MANUFACTURER:6ALUMINUM COMPOSITE PANEL MWP-4SWT WHITE 4mm40" WIDE x VARIES PER LOCATIONALPOLICMATERIAL:COLOR:SIZE:MANUFACTURER:2EXPOSED CONCRETE FOUNDATION WALLSTAINED TO MATCH CWP-1MATERIAL:COLOR:8ALUMINUM COMPOSITE PANEL CWP-1WENGE (NW09) SATINVERTICALTRESPA METEONTRESPAMATERIAL:COLOR:GRAIN DIRECTION:PRODUCT:MANUFACTURER:APPLE AUTO - LINCOLN SITE 7125 151ST. STREET WEST APPLE VALLEY, MINNESOTA 55124PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________12/14/202112/8/2021 11:28:59 AM Z:\Projects\AutoCAD\2020-11 Apple Auto_Lincoln Site\Apple Auto - Lincoln Site\Sheets\A201 Exterior Elevaions.dwg EXTERIORELEVAIONSPRINTED FOR:____________________________INFORMATIONDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-11THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A201 SHEET NUMBER SHEET TITLE THREE CAR RUNWAY ONE STORY PROTOTYPE LINCOLN VITRINE PROTOTYPE For communication of design intent only. Local architect must review for code compliance. These drawings are not suited or intended for construction or fabrication. All contents on this sheet are confidential. Information and all rights therein are and will remain the property of Ford Motor Company. Prototypical drawings and details for the Lincoln Vitrine Design can be found at WWW.LINCOLNVITRINEDESIGN.COM DESCRIPTIONDATE ISSUED DATE12/23/16 REVISION10/29/19 REVISION03/26/20 REVISION07/02/20 REVISION08/28/20 REVISION11/20/20 COVER SHEET G10-00-00 SHEET NUMBER SHEET TITLE THREE CAR RUNWAY ONE STORY PROTOTYPE LINCOLN VITRINE PROTOTYPE For communication of design intent only. Local architect must review for code compliance. These drawings are not suited or intended for construction or fabrication. All contents on this sheet are confidential. Information and all rights therein are and will remain the property of Ford Motor Company. Prototypical drawings and details for the Lincoln Vitrine Design can be found at WWW.LINCOLNVITRINEDESIGN.COM DESCRIPTIONDATE ISSUED DATE12/23/16 REVISION10/29/19 REVISION03/26/20 REVISION07/02/20 REVISION08/28/20 REVISION11/20/20 EXTERIOR RENDERINGS AE1-00-00NOT TO SCALE BUILDING VIEWS LEFT SIDE RIGHT SIDE RENDERING GENERAL NOTE NOTE: ALL RENDERINGS SHOWN THROUGHOUT DOCUMENT ARE FOR DESIGN INTENT ONLY. REFER TO DRAWINGS FOR SPECIFIC DETAILS AND SPECIFICATIONS. City of MEMO Building Inspections TO: Kathy Bodmer, Planning FROM: George Dorn, Building Official DATE: January 12, 2022 SUBJECT: Apple Ford Lincoln Dealership Building 7125 151st W.  SAC determination is required from Met Council prior to permit issuance from the city.  Architectural, Structural and Civil plans are required to be signed with the permit submittal.  Separate demolition building permits are required.  Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, water and sewer, and storm design.  Trash area is required per MSBC 2020 1303.1500 Subpart 1 requires recycling space in accordance with Table 1-A to be shown. Designate this on the site plan with calculations.  Separate sign permits are required. Structural drawings will be required for review.  Include roof top screening drawings with the plan submittal.  Allowable area and building heights will be determined once the code analysis has been completed. Fire separation and opening protection if required between buildings will be required to be shown in the code analysis based on property line distance.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the buildings to have an automatic sprinkler system installed based on occupancy type and square footage.  Occupant loads for calculating occupancy and plumbing fixture counts shall be in accordance with the 2020 MSBC Section 2901 for plumbing fixtures and 1004 for occupant load.  Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1.  Provide energy and lighting compliance calculations at the time of permit submittal. CITY OF MEMO Public Works TO: Kathy Bodmer, Planner FROM: Jodie Scheidt, PE, Civil Engineer DATE: January 28, 2022 SUBJECT: Apple Valley Lincoln Plan Review per plan submitted 12/15/2021 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: • Shoring (if applicable) • Protection of public utilities within existing drainage and utility easements shall be protected at all times. • Material Storage. • Haul routes to and from the site. • Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. 6. Easements will be required over all City owned utilities. Permits 7. A public infrastructure project is anticipated for the required cul-de-sac in public right of way. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 8. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 9. A right of way permit will be required for all work within public easements or right of way. 10. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 11. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Demo Plan 12. Add notes to protect existing storm structures in the west parking area. 13. There is an existing storm sewer structure on the north side of the existing sidewalk along 151st St. Will this structure be removed? Site Plan 14. Show locations of hydrants, manholes, valves and catch basins on the site plan. 15. The proposed sidewalk on 150th Street shall match the existing concrete section. 16. Provide a scale on the site plan sheet. 17. Provide dimensions for the cul-de-sac including the width of the road as it goes to the east. All work in Right of Way shall be to City Standards. 18. The sidewalk in the cul-de-sac should be 5 feet behind the proposed curb and have ADA Ramps. 19. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 20. Additional drawings showing vacated and dedicated ROW and easements would help with clarity. Public streets and utilities should be included in easements or ROW. Storm Sewer, Grading. Drainage, and Erosion Control 21. Include a storm water pollution prevention plan in the plan set. 22. Final Grading Plans shall be reviewed and approved by City Engineer. 23. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 24. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 25. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 26. The downstream system from the site is limited in storm water capacity and any new or redevelopment will require more stringent rate control requirements or may need to be discharged in a different location than CR 42 storm sewer. 27. The site is located within the Vermillion River Watershed. The Vermillion River main stem, tributaries, and several lakes are currently listed as impaired for Excess Nutrients. In accordance with 2018 Surface Water Management Plan (SWMP), several storm water policies would need to be addressed for new or redevelopment of the site: • Policy 6.1 The City requires compliance with all applicable post-construction water quality criteria for new and redevelopment activity adopted by the Black Dog Watershed Management Organization and the Vermillion River Watershed Joint Powers Organization, as described in the BDWMO Watershed Management Plan (2012, as amended) and VRWJPO Standards (2016, as amended). • Policy 6.2 The City requires that all new, redeveloped, or expanded commercial, industrial, multiple residential, or institutional development provide infiltration for a volume equivalent to 0.5 inches of runoff over the area of the development. • Policy 6.3 The City requires that new and redevelopment activity of 0.2 acres or more shall be required to achieve no-net-increase in average annual total suspended solids (TSS) and total phosphorus (TP) loading compared to the pre- development condition of the site. • Policy 6.4 The City may require additional treatment measures as needed for any development or re-development activity to protect downstream receiving waters, including, but not limited to, additional measures in TMDLs or WRAPS watersheds plans. • Policy 6.5 of SWMP: Ensure there is 3 feet of separation from the bottom of the infiltration basins and the seasonally saturated soils. 28. In accordance with SWMP policy 1.5, the city requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. 29. City Ordinance 152.55(B): Maintenance agreement for the proposed storm water management areas will be required and must be recorded. 30. City Ordinance 155.350(C): Maximum impervious surface will be limited, see ordinance for more information. 31. Provide updated overall site composite Curve Number (CN) on the plans. 32. All slopes shall be equal to or greater than 2.0%. 33. Storm within the vacated area should be considered privately maintained and owned. 34. How will the pipe be installed that runs from ST-101 to EXMH 100? Will sidewalk need to be removed and reinstalled? 35. Solid castings on existing structures? 36. Drainage from Public roadway should not be routed to private storm water treatment system and will need to be re-routed from ST-309 CB to ST-308 CBMH to connect to public storm water pipe. Sanitary Sewer and Water main 37. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Include this detail in the plan set. 38. Provide a hydrant coverage map. 39. All existing sewer and water services not being used shall be removed and sealed at the main. 40. The new services (water and sewer) should be connected to the city mains to the south. 41. Sanitary service connection shall be with wye and not be connected directly into manhole. 42. Show the location of all of the existing sanitary sewer and water services. I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :February 2, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, February 16, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J anuary 19, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, February 2, 2022. Wednesday, March 2, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, February 2, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, February 16, 2022. Next City Council Meetings: T hursday, February 10, 2022 - 7:00 p.m. T hursday, February 24, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A