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Home My WebLink About05/04/2022 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. May 4, 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 April 20, 2022 Regular Meeting 4.Public Hearings A.Apple Valley Commerce Second Addition - PC22-07-ZSC B C onsider subdivision by preliminary plat, rezoning to align zones with new property lines, conditional use permit for the outdoor storage of delivery trucks, and site plan review/building permit authorization for 117,600 sq. ft. industrial office/warehouse building. LO C AT IO N: Southwest corner J ohnny C ake Ridge Road and 147th Street West. PET IT IO N ER: Scannell Properties #281, LLC and Menard Inc. 5.Land Use / Action Items A.Apple 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 Valley 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 6.Other Business A.Floor and Decor 1. Sketch Plan Review of Proposed Zoning Amendments to Planned Development No. 507/Zone 1 to Include Building Materials Sales as a Permitted Use and Increase the Building Coverage From 20% to 30%, and Site Plan/Building Permit Authorization to Allow for the C onstruction of a 80,000-sq. ft. building on 6.45 Acres Location: 15630 C edar Avenue Petitioner: Center Point Integrated Solutions and A P Apple Valley Limited Partnership B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, May 18, 2022 - 7:00 p.m. Planning Commission - Wednesday, J une 1, 2022 - 7:00 p.m. C ity Council - T hursday, May 12, 2022 - 7:00 p.m. C ity Council - T hursday, May 26, 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:May 4, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of A pril 20, 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 April 20, 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 April 20, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, Keith Diekmann, Philip Mahowald, and Becky Sandahl Member(s) Absent: David Schindler City staff members attending: Community Development Director Bruce Nordquist, Planner Alex Sharpe, Planner Tom Lovelace, Civil Engineer Jodie Scheidt, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda – None. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 5 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Scanlan moved, seconded by Commissioner Sandahl, approving the minutes of March 16, 2022. Roll call vote: Ayes – 5 – Nays – 0. 4. PUBLIC HEARING A. Lunds & Byerlys Chair Kurtz opened the public hearing. Planner Lovelace presented the staff report. Commissioner Scanlan asked if they are under or over on parking spaces. Planner Lovelace stated that they are over. Commissioner Scanlan asked if the pedestrian access leading to the outdoor dining area could be moved by taking out 8 or 9 parking spaces away. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 20, 2022 Page 2 of 5 Planner Lovelace stated that this could be further looked into. Commissioner Scanlan asked if there was a lighting plan yet. Planner Lovelace stated there was not one available yet but that it would be consistent with the City’s requirements. CD Director Nordquist asked Planner Lovelace to explain the relationship of the outlots and their future parking. Planner Lovelace stated that the parking will be shared between the 3 properties. Commissioner Mahowald asked if plantings could be used as a barrier as opposed to the permanent fence around the dining area. Planner Lovelace stated that a permanent barrier would be preferred due to the fact that alcohol will be served in this area. Petitioners Mitch Avery, Rachel (Ryan Companies), Jason (Shea Architects), Eric (Kimley Horn) were present for questions. Commissioner Scanlan asked for a timetable on the project. Mr. Avery stated they were hoping for June 2023. CD Director Nordquist asked what business typically pair with Lunds & Byerlys as to get an idea of possible users for the outlots. Mr. Avery stated they would be looking for a brand equivalent and something new to the area. With no further comments, Chair Kurtz closed the public hearing. B. Woodwinds 8th Addition Chair Kurtz opened the public hearing. Planner Sharpe presented the staff report. Commissioner Scanlan asked if there were any concerns regarding fire vehicles being able to turn in the proposed cul-de-sac. Planner Sharpe stated that the cul-de-sac meets turning requirements and this cul-de-sac is larger than others in the neighborhood as requirements have changed since those were developed. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 20, 2022 Page 3 of 5 Chair Kurtz asked why this lot was not developed at the time the rest of the development went up. Planner Sharpe stated that the current property owner is the daughter of the person who owned the lot at the time and they did not want to develop at the time. The property has been in a trust for some time and the family was sorting it out. Chair Kurtz asked if the proposed location for the pond is the only location it could be placed as the area seems close to the turn into the subdivision. Planner Sharpe advised that there is still an HOA owned lot at the corner so the pond is not located right at the corner. The area is an existing low spot and is open from trees which make it the best location for the pond. Petitioner Bob McNearney was present for questions. Resident Jared Johnston (13754 Evergreen Ct.) asked if the new lots will be part of the same HOA. Planner Sharpe stated that the developer has the option to join the HOA but it is not a condition of approval with the 1991 original development and the City does not participate, maintain or enforce the private agreements of HOAs. Resident Brad Dahlman (13958 Ember Way) asked about the quality and size of the homes and if they would be built in a way that will not detract from the rest of the neighborhood. Petitioner Bob McNearney stated that there are covenants for the neighborhood, a rambler would be approximately 2,000 sq. ft. and a two-story would be around 2,500 sq. ft. Chair Kurtz asked if there were any virtual attendees who would like to speak. Resident Luke Ivers (13947 Essex Trl.) asked if anything has been done about any nests or protected bird species currently on the lot and also how much space will be between the new lots and the homes surrounding the new lots. Planner Sharpe stated that he would look into bird species and requirements and will provide additional information at the next meeting. All single family homes in the R-3 zone are required to have a 30 ft. rear setback, though lots 3 and 4 would have a 40 ft. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 20, 2022 Page 4 of 5 setback as they are along 140th. The dashed lines on the Preliminary Plat show were the 30 ft. line would be and these lots go significantly past that line. Side setbacks are 5 ft. on garage side and 10 ft. on house side. Commissioner Scanlan asked if the existing homes were part of a Planned Development when originally built. Planner Sharpe advised that they were developed as Residential Cluster. Resident Robert Rettmann (13642 Upper Elkwood Ct.) stated that the square footage mentioned by the Petitioner seemed small compared to homes in the existing development. Petitioner Robert McNearney stated that the square footage would be above grade and any basements would be additional square footage. With no further comments, Chair Kurtz closed the public hearing 5. LAND USE/ACTION ITEMS None 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, May 4, 2022, 7:00 p.m. The next City Council meeting is Thursday, April 28, 2022, 7:00 p.m. CD Director Nordquist advised that the Planning Commission vacancy is due to be considered at the next City Council meeting. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to adjourn the meeting at 7:50 p.m. Roll call vote: Ayes – 5 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 20, 2022 Page 5 of 5 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 5/4/2022 . Jodi Kurtz, 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 :May 4, 2022 S E C T I O N:P ublic Hearings Description: A pple Valley Commerce S econd Addition - P C22-07-Z S C B S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: S cannell P roperties #281, L L C and Menard, I nc. P roject Number: P C22-07-Z S C B Applicant Date: 4/12/2022 60 Days: 6/11/2022 120 Days: 8/10/2022 AC T I O N RE Q UE S T E D: Open public hearing, receive comments, close public hearing. It is the policy of the Planning Commission to not take action on an item on the same night as its public hearing. S UM M ARY: T he petitioners request consideration of a subdivision by preliminary plat, rezoning to align existing zoning districts with new property lines, conditional use permit for outdoor storage of delivery trucks, and site plan review/building permit authorization for 117,600 sq. ft. industrial office/warehouse building with a 3,400 sq. ft. detached maintenance building. T he property owner has identified a single business that is interested in developing the site with a 117,600 sq. ft. building for distributing prepackaged snack foods. A conditional use permit (C UP) is requested to allow the outdoor storage of step vans, box trucks and semi trucks on the site. T he outdoor storage area requires additional lot area, so the property owner seeks to increase the size of the lot from 8.4 acres up to 16.0 acres. T he property owner to the south, Menard Inc., is willing to sell property, provided a minimum 3.0-acre lot is retained for them and that a separate outlot is created for the regional retention pond to be dedicated to the City. B AC K G RO UND: Scannell Properties #281, LLC , owns the 8.4-acre parcel on the southwest corner of J ohnny Cake Ridge Road and 147th Street. In March 2020, the owners requested and received approval for Apple Valley Commerce Addition. In February 2021, the owners requested, and obtained, an extension of building permit approval for one year until March 12, 2022. Within that time period, the subdivision of the property and development agreement were executed and approved in 2021 for a 117,000 sq. ft. flex industrial building on an 8.4-acre l o t. T he preliminary approvals were based on a flex office-warehouse building design with the expectation that Scannell would complete the construction of the individual suites as they were leased out. T he proposed new development would be very similar to the previously approved development, but it is being modified to address the operational needs of the single tenant. Two access points remain in nearly the same locations as previously approved, with one on the north side of the site providing access to 147th Street, and one on the west side of the site, providing access to Fernando Ave. Employee parking is shown around the north and west sides of the building. T he majority of the site is proposed to be secured with privacy fencing with berming and landscaping to help soften the appearance of the solid fencing. Loading dock doors are proposed to face J ohnny Cake Ridge Road which require additional consideration and treatment. T he C ity C ode requires that the dock doors, including maneuvering area, must be a minimum of 100' from the right-of-way line and that a minimum 40' landscaped area be created for screening and buffering the use. A Great River Energy easement for overhead power lines traverses the area which requires the landscaped area to be shifted to the west. T he treatment shown appears to meet the code requirements. Natural Resources staff says that the proposed landscape plan is quite generous and may be well above what is required for an industrial development. A revised plan will need to be reviewed to ensure the landscaping adequately screens the outdoor storage area from abutting streets and properties. Section 155.349 of the zoning code requires that when a parking lot of over 25 spaces is constructed, landscaped islands must be installed at a rate of a minimum of 2% of the area of the parking lot. In addition, 2.5" caliper trees must be installed for each 150 sq. ft. of island area. T he petitioner estimates that they will be over the minimum requirement for parking lot islands. However, they request that they not be required to install trees within the landscape islands on the site. T he petitioner is concerned that trees may invite or entice birds to nest in the the trees. Because they are delivering a food product, they request that they not be required to install the 53 trees required. A small 3,400 sq. ft., accessory stand-alone maintenance garage is shown southwest of the main office/warehouse building. T he petitioner states that no fuel will be dispensed in this location and that the exterior will be tip-up concrete panels that complement the appearance of the main building. An outlot is proposed to be created which would be dedicated to the C ity for a regional storm water basin. T he lot appears to be smaller than the current City easement, which is being reviewed by the C ity Engineer. T he Engineer states that the pond sizing will need to be reviewed to ensure it is properly sized for the area. A vacation of easements may be needed if the C ity agrees to the size of the basin proposed. T his will be reviewed in more detail. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Background Material Map Plan S et Plan S et Memo APPLE VALLEY COMMERCE CENTER SECOND ADDITION PROJECT REVIEW Existing Conditions Property Location: Three parcels on southwest corner Johnny Cake Ridge Road and 147th Street West. Primary parcel addressed as 6080 – 147th Street West Legal Description: Lots 1 and 2, Block 1, and Outlot A, APPLE VALLEY COMMERCE CENTER Comprehensive Plan Designation IND-Industrial Zoning Classification “I-2” (General Industrial) and PD-1053, Zone 2 Existing Platting Two platted lot and one outlot. Current Land Use Vacant. Location of former concrete pipe plant scrap concrete landfill. Site cleanup completed 2021. Size: Existing Proposed Lot 1 Scannell: 8.4 acres 16.0 acres Lot 2 Menard Property: 11.7 3.0 Outlot A (reconfigured): 1.0 1.8 Total: 21.1 acres Topography: Varied/Disturbed. Existing Vegetation Unmaintained grasses and shrubs. Other Significant Natural Features The parcel was a former solid waste landfill for scrap concrete pipe when the property to the south was used for a concrete pipe manufacturing plant. The landfill was closed December 1990 with a closure statement filed with the property deed October 4, 1991. Response Action Plan (RAP) Implementation Report Approval/Petroleum No Action letter, issued by MPCA December 21, 2021, for the site cleanup completed in 2021. Adjacent Properties/Land Uses NORTH Abdallah Candy Comprehensive Plan IND-Industrial Zoning/Land Use I-2 (General Industrial) SOUTH Menards at Hanson Concrete Comprehensive Plan IND-Industrial Zoning/Land Use PD-1053, Zone 2 EAST Johnny Cake Ridge Road and Uponor Comprehensive Plan IND-Industrial Zoning/Land Use I-1 (Limited Industrial) WEST Outlot A Menards at Hanson Concrete (proposed retention area) Comprehensive Plan IND-Industrial Zoning/Land Use PD-1053, Zone 2 Development Project Review Comprehensive Plan: The 2040 Comprehensive Plan guides the development of the site for “IND” (Industrial) uses. The proposed office/warehouse building is consistent with the comprehensive plan guidance. Zoning: The property is currently zoned “I-2” (General Industrial) and PD-1053. The parcels owned by Menard are zoned PD-1053 and are part of the Menards at Hanson Concrete plat and development. While an office/warehouse flex building is a permitted use in both zoning districts, the zoning district boundary must follow property boundaries; Scannell prefers to keep the I-2 zoning designation on its parcel. A rezoning is needed to align the zoning district boundaries with the new property lines. Preliminary Plat: The proposed plat would reconfigure the lots owned by Scannell and Menard. The new subdivision will increase the size of the Scannell property (proposed Lot 1) from approximately 8.4 acres to 16 acres, leaving a 3.0-acre parcel owned by Menard. The retention pond currently located southwest of Lot 1 would be contained within an outlot that is proposed to be dedicated to the City. Site Plan: The 117,600 sq. ft. flex industrial building is oriented so that the front of the building faces north and the loading/receiving area faces south and east. The location of the building has been shifted west to allow for the addition of loading dock doors on the east side of the site. The proposed building would be similar in size to the previously approved building on the site. The access points are the same location as previously, one from the north from 147th Street to the north side of the building, and one from the west from Fernando south of the building. A dedicated right turn lane will be needed off of 147th Street, consistent with other driveway accesses that have been required in the area. Customer and employee parking is provided on the north and west sides of the building. An outdoor truck storage area is planned on the south side of the site. Loading dock doors are shown facing Johnny Cake Ridge Road which must meet the requirements of §155.354: the dock doors, including maneuvering area, must be a minimum of 100’ from the right-of-way line, and a minimum 40’ bermed and landscaped screen must be installed. The plans appear to meet this requirement. Curb is required around the perimeter of the parking lot. The sidewalk adjacent to the building will have an integrated curb. The width of the sidewalk will be increased from 5’ to 6’ to ensure adequate room for pedestrians in cases where vehicles may overhang the sidewalk. The previous parking requirement was calculated using a generic formula assuming 20% office and 80% manufacturing/warehouse. Now that a user has been identified and a floor plan submitted, the parking required is lower than originally determined. With an office area of 10,500 sq. ft. and warehouse area of 105,000 sq. ft. the parking required would be a minimum of 117 spaces. Proof-of-parking spaces are also shown to allow for adding staff parking in the future. A truck turn plan will be needed that demonstrates how trucks will maneuver to access the loading dock doors within the site. A truck turn drawing should be provided that also demonstrates how fire trucks will be able to circulate around the building. The Fire Marshal states that he would like to have the parking on the west side of the site connected to the entrance drive to Fernando Ave, creating full fire safety access around the building. The petitioners request to install a gate which the Fire Marshal says can be accommodated. Grading Plan: The site is the location of a former solid waste disposal site for concrete pipe manufacturing scrap. A closure record was issued by the Dakota County Public Health Department December 11, 1990, and recorded October 4, 1991, as Document No. 1008225. The site was reclaimed during the summer of 2021 and is available for redevelopment. Elevation Drawings: The elevation drawings indicate the building will be constructed of concrete tip-up panels with integrated color. The panels will generally be 37’ high with a decorative 40’ panel with parapet feature on six of the front sections to highlight the front entry areas and building cornices. The maximum building height in the I-2 zone is 40’. The zoning code requires that all sides of the building must be treated as a front and have “equally attractive elevations” or four-sided architecture. A similar treatment with the decorative panels is shown on the south, east and west sides of the building. The rear and east sides of the building, the loading and receiving dock areas, will be clearly visible from both Johnny Cake Ridge Road and Fernando Ave and from the nearby properties. Screening of the loading dock areas is provided with a combination of privacy fencing, berming and landscaping. Screening of the mechanical units is provided in the attached “Site Vision Plan.” Screening of the mechanical units will need to be addressed prior to the issuance of the building permit. Landscape Plan: The value of the landscape plantings on the landscape plan must meet or exceed 1.5% of the value of the cost of the construction of the building based on Means Construction Data. Natural Resources staff asked the petitioner to review their landscape budget assumptions, because they appear to have exceeded the 1.5% requirement. This will need to be reviewed in more detail to ensure plans presented during the planning process reflect what is ultimately installed. The petitioners request a variance to not plant trees within the parking lot landscape islands. This is discussed in more detail elsewhere. Availability of Municipal Utilities: Utilities are available to the site. Sanitary sewer will be accessed from Johnny Cake Ridge Road on the east side of the site. Water will be looped around the building with connections to water main at 147th Street W. and Fernando Ave. Storm water will be managed off-site by a regional storm water pond to the southwest on Lot 1. Street Classifications/Accesses/Circulation:  Johnny Cake Ridge Road (Major Collector) – No new access points are proposed out to Johnny Cake Ridge Road.  147th Street West (Minor Collector) – One full access is shown onto 147th Street West from the site. A turn lane will be required off of 147th Street.  Fernando Avenue (Local commercial street) – One full access is shown onto Fernando Avenue. Pedestrian Access: Trail is required along both 147th Street and Johnny Cake Ridge Road. The proposed Scannell development will be responsible for the installation of trail along Johnny Cake Ridge Road connecting to the trail constructed as part of the Menard and Johnny Cake upgrade project. The plans will also need to show sidewalk connections from the building to the trails on 147th Street and Johnny Cake Ridge Road. Public Safety Issues: Fire would like to see full fire vehicle access around the building. This means the parking lot on the west side of the site should be connected to the driveway access off of Fernando Ave. Recreation Issues: A cash-in-lieu of land park dedication was previously dedicated for Apple Valley Commerce First Addition. The park dedication calculation is calculated based on the number of employees expected based on the size of the building. Since the size of the building will remain relatively similar to the previously approved building, the park dedication will need to be re-reviewed to determine whether additional dedication is needed. Signs: No sign approvals are given at this time. No signs may be installed prior to the issuance of a permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. Public Hearing Comments: To be taken. SITE 150TH ST WFLAGSTAFFAVE147TH S T W JOHNNY CAKE RIDGE RDFERNANDO A V E 148THSTW UPPER 147TH ST W 151ST ST WEXLEY LNEVEREST AVEEXCELSIOR LN144TH ST W 143RD ST W 145THSTW EVELETH AVEFELTON CTFLAXWAY FOOTBRIDGEWAY EUROPAAVEFLORENC E T R L 1 4 9 T H S T W EVEREST AVE150TH ST W 149THST W APPLE VALLEYCOMMERCE CENTERSECOND ADDITION µ LOCATION MAP ^ SITEPD-1053 BP BP I-2 I-1 I-1 I-1 I-1 I-2 M-5C M-5C PD-746 PD-1053 150TH ST W 1 4 7 T H S T W PILOT KNOB RDFLAGSTAFFAVEFERNANDO A V E ENERGY WAY148THSTW FLORENCE TRL EUROPAAVEEVEREST AVEENDICOTTWAYJOHNNY CAKE RIDGE RDUPPER 147TH ST W EUREKA CT FELTON CTEUROPAWAY 1 4 9 T H ST W EVENDALE WAYPILOT KNOB RDUPPER147THSTW 149THST W µ APPLE VALLEYCOMMERCE CENTERSECOND ADDITION ZONING ^ I-2 I-2 PD-1053PD-1053I-2 S IT E I-1 I-1 I-1 I-1I-2 M-5C PD-1053 1 4 7 T H S T W UPPER 147TH ST W ENERGY WAY148THSTW EVEREST AVEEUROPAAVEFELTON CT149THSTW EVENDALEWAYEXISTING PROPOSED APPLE VALLEY COMMERCE SECOND ADDITION AERIAL SITE PHOTO SITE Menards Uponor James Barton Design Wise Swim School 147th St. W. Johnny Cake Ridge Road 149th St. W. JOHNNY CAKE RIDGE RD.147TH ST W COUNTY ROAD 42 PILOT KNOB RD.APPROXIMATE PROJECT BOUNDARY PRELIMINARY SITE CONSTRUCTION PLANS FOR APPLE VALLEY COMMERCE CENTER CITY OF APPLE VALLEY DAKOTA COUNTY, MINNESOTA APRIL 2022 PROJECT LOCATION CITY: APPLE VALLEY COUNTY: DAKOTA THIS PLANSET CONTAINS 24 SHEETS OWNER SCANNELL PROPERTIES 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 (P)- 763-331-8854 CONTACT: DAN SALZER ENGINEER STANTEC CONSULTING SERVICES, INC. 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 (E) - DAN.LAVENDER@STANTEC.COM CONTACT: DAN LAVENDER, P.E. VICINITY MAP DWN BY: ISSUE DATE: PROJECT NO.:227701250 U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\G-101 Cover Sheet.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.: SHEET TITLE:4/29/2022 11:23:07 AMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDH CHK'D BY: DML APP'D BY: DML CERTIFICATION: 294 GROVE LANE, SUITE 140 WAYZATA, MN 55391 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 04/29/2022 204/07/2022CITY SUBMITTAL1WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG 04/29/2022CITY RE-SUBMITTAL2G-001 COVER SHEET SHEET INDEX SHEET NUMBER SHEET TITLE G-001 COVER SHEET G-002 GENERAL NOTES G-003 GENERAL NOTES G-004 EXISTING CONDITIONS C-001 REMOVALS PLAN C-002 PRE-CONSTRUCTION EROSION CONTROL PLAN C-101 OVERALL SITE PLAN C-102 SITE PLAN (WEST) C-103 SITE PLAN (EAST) C-104 SITE PLAN (SOUTH) C-201 POST-CONSTRUCTION EROSION CONTROL PLAN C-202 SWPPP C-301 GRADING PLAN C-401 UTILITY PLAN C-501 STORM SEWER PLAN C-801 DETAILS C-802 DETAILS C-803 DETAILS C-804 DETAILS C-805 DETAILS C-806 DETAILS C-807 DETAILS L-101 LANDSCAPE PLAN L-801 LANDSCAPE DETAILS 148TH ST. WESTUPPER 147TH STREET WESTFERNANDO AVENUEJOHNNY CAKE RIDGE ROAD 9859859 8 5 981981 982982 983983984984984986986986987987987 LOT 1OUTLOT A965970 975964966967968969971972973974970975980980 980980985 985 985 985985985 985985985967968969971972973974976977977978978979979981981 981981982982982 982983983983983 983983 983983 983983983983 983983983 983984984984984984984 984984 984 984984984984984984986986986986986987987987987988988 988 988988988988989989980980985985978978 979979981981982 982 982982983984965965964964966966970975980968969971972973974976977978979981 980977978979 981 982975980 974 976977978979981982983 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FES-4RIM=971.9642" INV IN=968.00 (NE)CBMH-20RIM=979.5842" INV IN=968.11 (E)42" INV OUT=968.11 (SW)CBMH-19RIM=979.7242" INV IN=968.27 (E)42" INV OUT=968.27 (W)CBMH-18CRIM=980.4142" INV IN=968.41 (E)42" INV OUT=968.41 (W)CBMH-18BRIM=981.4942" INV IN=968.61 (E)42" INV OUT=968.61 (W)MH-18ARIM=981.5936" INV IN=968.70 (N)42" INV OUT=968.70 (W)MH-18RIM=981.5033" INV IN=968.79 (E)36" INV OUT=968.79 (S)MH-13RIM=982.9415" INV IN=967.74 (E)15" INV OUT=967.74 (N)OS-1RIM=976.5215" INV IN=968.00 (E)15" INV OUT=968.00 (W)FES-2RIM=967.5215" INV OUT=965.50 (W)MH-14RIM=987.3415" INV IN=966.50 (S)15" INV OUT=966.50 (W)CBMH-124RIM=982.0042" INV OUT=970.50 (SW)CBMH-4RIM=982.1430" INV IN=972.41 (SE)15" INV IN=977.68 (SW)42" INV IN=970.15 (NE)48" INV OUT=969.65 (W)GGOUCOMXX>>>>>>IPROPERY LINEEASEMENT LINEGRAVEL EDGEBITUMINOUS EDGEGAS LINEOVERHEAD UTILITY LINECOMMUNICATION LINEMINOR CONTOURMAJOR CONTOURFENCESANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICSANITARY SEWER MANHOLESTORM SEWER CATCH BASINSTORM SEWER MANHOLESTORM SEWER FESHYDRANTWATER VALVEELECTRIC MANHOLESIGNBOLLARDPOWER POLEANCHORLIGHT POLEUEUELEGENDDWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 Existing Conditions.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:23:54 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 EXISTING ASPHALT SURFACEG-004EXISTING CONDITIONS1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTES MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00XXXXXXXXXXXXXXXX X X X X X X X X X X X XXS0°02'52"E 1794.18 L=56.58 R=323.33Δ=10°01'37"L=37.87 R=83.33Δ=26°02'12"N39°46'24"E51.24CH=50.03L=50.70 R=90.00Δ=32°16'36"CHB=S23°38'06"WN89°59'59"W 223.59N0°08'41"W 151.77 L=535.94R=373.00Δ=82°19'27"L=428.52R=293.00Δ=83°47'51"S89°51'01"W 588.66N89°45'01"W8.63S0°14'59"W167.86 N0°05'31"E 1155.84 1BLOCK 1S12°15'49"E200.50L=408.87R=1995.00Δ=11°44'34"2OUTLOT AΔS89°45'01"E0.35N7°15'43"E 67.83 LEGEND DETAIL AAPPLE VALLEY COMMERCE CENTER 2ND ADDITIONPRELIMINARY PLAT OFLots 1 and 2, Block 1 and Outlot A, APPLE VALLEY COMMERCE CENTER, according to the recorded plat thereof, City of Apple Valley, Dakota County, Minnesota.LEGAL DESCRIPTION OF PROPERTY TO BE PLATTEDTAXPAYER / PROPERTY OWNERSLOT 1:SCANNELL PROPERTIES #281 LLC8801 RIVER CROSSING BLVD. STE. 300INDIANAPOLIS, IN 46240DWN BY:ISSUE DATE:PROJECT NO.:227701250G:\227701250\drafting\SURVEY AV Commerce\CAD\227701250 Preplat1.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/28/2022 6:48:42 PM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/18/2022104/11/2022 CITY SUBMITTAL 1 PARCEL ID NUMBER: 01-02600-51-010 LOT 1, BLOCK 1, APPLE VALLEY COMMERCE CENTERPROPERTY ADDRESS: 6080 147TH ST W., APPLE VALLEY MN 55124PARCEL ID NUMBER: 01-02600-51-020 LOT 2, BLOCK 1, APPLE VALLEY COMMERCE CENTERPROPERTY ADDRESS: 6080 147TH ST W., APPLE VALLEY MN 55124PRESENT ADDRESSES / PARCEL ID NO.AREA SUMMARYPLAT BOUNDARY AREA = 920,974 OR 21.143 ± ACRESLOT 1, BLOCK 1 = 712,985 S.F. OR 16.369 ± ACRESLOT 2, BLOCK 1 = 130,680 S.F. OR 3.000 ± ACRESOUTLOT A = 77,309 S.F. OR 1.775 ± ACRESSTANTEC1800 PIONEER CREEK CENTER,MAPLE PLAIN, MNGARY BJORKLUND, MN.LICENSE NUMBER 46563LAND SURVEYORAPRIL 29, 2022DATE OF PRELIMINARY PLAT LOT 2 :MENARD INC.5101 MENARD DRIVEEAU CLAIRE, WI 54703 FERNANDO AVENUE985985985 9 8 5 985985990990981 981 982 982982 982983 983 983983 984984984 98 4 9 8 4984986986986986 986986986986987987987987 987987988988989989JOHNNY CAKE RIDGE ROAD 147TH ST. W.148TH ST. W.>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT ACAUTION: HIGH PRESSURE GAS LINE(S)DO NOT IMPACT. AVOID HEAVY EQUIPMENT980980980 980985985985 985979979981981981 981982982 982 982 982 982 982 982 982 982 982982983983 983983984 984 984 984986986 986 987987 987 988988988 988988 980 981 982 983965965965 965970970 975975980985 985964964 964964966966966 966967 967967967968 968969969 971971 972972 973973 974974 976976 977977978 978979979 979981982983983983984984984 985981982983984970975980969971972973974976977978979981982983 980 981 9821.11.11.22.11.21.31.31.41.41.41.11.11.31.52.12.32.12.12.12.12.22.42.41.6CAUTION: OVERHEAD UTILITY LINEDO NOT IMPACT2.11.6LEGENDLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARY>>>>REMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENT1.REMOVAL ITEM1.1.SAWCUT PAVEMENT1.2.REMOVE CONCRETE PAVEMENT1.3.REMOVE BITUMINOUS PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REPLACE CASTING WITH SOLID LID NEENAH R-1642 OR APPROVEDEQUAL. ADJUST STRUCTURE HEIGHT AS NEEDED TO MATCHPROPOSED GRADE.1.6.REMOVE EXISTING STORM SEWER PIPE AND STRUCTURE2.PROTECT ITEM2.1.PROTECT EXISTING STORM UTILITIES AND STRUCTURES (TYP.)2.2.PROTECT EXISTING POWER POLES AND OVERHEAD UTILITES (TYP.)2.3.SALVAGE AND RELOCATE SIGN2.4.PROTECT EXISTING BITUMINOUS TRAIL (TYP.)KEYNOTES#DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 Removals Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:24:24 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 C-001REMOVALS PLANNOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.PER THE GEOTECHNICAL REPORT FOR THE PROJECT, EXISTING SOILSON THE SITE CONTAINED A SUBSTANTIAL AMOUNT OF UNSUITABLEMATERIAL, INCLUDING CONCRETE AND CONCRETE DEBRIS. A RESPONSEACTION PLAN WAS COMPLETED AND IMPLEMENTED. CONTRACTOR TOVERIFY THAT ALL REMEDIATION HAS BEEN COMPLETED PRIOR TOCONSTRUCTION3.EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY PER CITYREQUIREMENTS TO INSTALL PROPOSED IMPROVEMENTS. JOHNNY CAKE RIDGE ROAD 147TH ST. W.148TH ST. W.FERNANDO AVENUELOT 1OUTLOT A>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>985981982983984 986986987987988988 985985985 985981981 981982982 982 982 982 982982982983983983 983 984984984 984 986986 986 986987987 987987985985985984984984986970975980 985 985 985 985 969971972973974976977978979981 982 98 2 982983 983983 983 983 984 984 984 984965965 965970975980980980964 964 964966966 966967 967967968969971972973974 976977978978978979979979981981981982982982983984980 985966977978978978979981982983984 986 987 988988970971972973973 985983 983 984 9859859859 8 5 990982982982 982983983983 9 8 4984 98698698698698798798798898998 0 980 980 985985979 981981 981 982 982982 982 982982 98398 39839839849843111 111111112.1222222212.12.1DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 PRE-CONSTRUCTION EROSION CONTROL PLAN.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:24:53 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 C-002PRE-CONSTRUCTIONEROSION CONTROLPLANLEGENDPROPERTY LINESETBACK LINEEASEMENT LINEEXISTING STORM STRUCTUREEXISTING STORM SEWER>>>>EXISTING CONTOURSILT FENCE - SEE PLATE NO ERO-1/C-802ROCK CONSTRUCTION ENTRANCE - SEE PLATE ER0-22/C-803INLET PROTECTION - SEE PLATE NO ERO-16/C-803LIMITS OF CONSTRUCTION1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES..2.CONTRACTOR SHALL COORDINATE LOCATION OF ROCK CONSTRUCTION ENTRANCE WITHCONSTRUCTION ON PUBLIC ROW.3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ANY EXISTING INLET WHICHRECEIVES CONSTRUCTION SOTRMWATER RUNOFF HAS ADEQUATE INLET PROTECTION ANDSATISFIES THE REQUIREMENTS OF THE SWPPP AND NPDES PERMIT.4.EROSION CONTROL MEASURES SHALL BE IN PLACE AND STABILIZED PRIOR TO ANY SITEWORK. TEMPORARY BMPS ARE TO BE CONSTRUCTED AS NECESSARY TO CONTROLSTORMWATER RUNOFF ONCE CONSTRUCTION HAS COMMENCED.5.LIMITS OF DISTURBANCE AND SILT FENCE ARE SHOWN OFFSET FROM GRADING LIMITS FORCLARITY. CONTRACTOR TO INSTALL AND MAINTAIN EROSION CONTROL PROTECTION ON ALLAREAS RECEIVING STORMWATER RUNOFF FROM THE SITE.6.COORDINATE SCHEDULE OF WORK WITH PUBLIC PROJECT (FERNANDO AVE), JCCR BERMGRADING, AND MENARDS PROJECT. VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION,AS THOSE MAY BE DIFFERENT THAN REPRESENTED ON THIS PLAN DUE TO CONSTRUCTION.NOTESKEYNOTES#1.INLET PROTECTION - SEE DETAIL ERO-18/C-8022.SILT FENCE - SEE DETAIL ERO-1/C-8022.1.DOUBLE ROW SILT FENCE ADJACENT TO STORMWATER POND. OFFSETADDITIONAL ROW OF SILT FENCE 5' IF WITHIN 50' OF POND RIM.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL ERO-22/C-802 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXLOT 1OUTLOT AJOHNNY CAKE RIDGE ROAD DRIVE IN 147TH ST. W.148TH ST. W.FERNANDO AVENUEPROPOSED ROW LINEFUTURE AND DEFERRED FUTURE AND DEFERREDEXISTING TRANSMISSIONLINE EASEMENTEXISTING PIPELINEEASEMENT2422PROPOSED PUBLICDRAINAGE ANDUTILITY EASEMENTPROPOSED ROW LINE147TH ST. W.FUTURE AND DEFERRED3737403892214147MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:25:13 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2 C-101OVERALL SITE PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTER - SEE DETAILSTR-2/C-809ROAD CENTERLINE#PROPOSED PARKING COUNTBITUMINOUS PAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL 3/C-8011.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.NOTESHEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS] XXXXXXXXX40'DRIVE IN FERNANDO AVENUEFUTURE AND DEFERRED FUTURE AND DEFERRED1232333388911211314151717242221107.9'39.9'51.8'55.9'R30'R30'1919191928912'44'147TH ST. W.2121.121.124'18.5' 25' 19' 6'86' 7' 18.5'81677725' 70'65'R1 5 0 'R5'12'40'25'9'(TYP.)3FUTURE AND DEFERRED3732123333622232181444444817.1'922141488.18.18.18.12222R50'R3. 6 7 'R3.67'19'121212992530912121173131PROPOSED BUILDING117,600 SFFFE=986.00R 5 ' R3.67'R10'R10 'R3.67'R3.67'R35'R10'R3.67'R3.67'R3.67'10' R 3 . 6 7 'R3.67'R3.67'R 3 . 6 7 '5'5'323232323232321035343736231629292928283718.5'25'9'19'9'25'2820999'19'18.5'9'1016332929131415925'34R15'R15'R3.67'R3.67'25DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:25:21 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2 C-102SITE PLAN (WEST)SEE SHEET C-103SEE SHEET C-104WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1.THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012.CONCRETE PAVEMENT - SEE DETAIL 3/C-8013.B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015.10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016.CURB CUT THROUGH LANDSCAPE ISLAND7.LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8.DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1.DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9.ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710.8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11.CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512.MATCH EXISTING13.ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114.ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115.ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116.BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317.STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518.CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119.SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20.NEW RIGHT TURN LANE.21.PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1.MNDOT PMA-222.RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23.CONCRETE SIDEWALK - SEE DETAIL 4/C-80124.EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25.PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26.EXISTING TRANSMISSION LINE EASEMENT27.PROPOSED ROW LINE28.PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29.PROPOSED PROPERTY LINE30.EXISTING PIPELINE EASEMENT31.B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133.8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34.SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35.ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36.MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37.GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXJOHNNY CAKE RIDGE ROAD 147TH ST. W.FUTURE AND DEFERRED133381925'6'7'18.5'7725'70'65'R5'R10'12'40'12'40' 70'65'70'9'(TYP.)FUTURE AND DEFERRED235.9'101.5'372163222223212144448141465'8.18.18.18.18.18.18.1R 1 5 'R15'R3.67'R3.67'19'2626272925309R50'PROPOSED BUILDING117,600 SFFFE=986.00R5'R5'R3.67'R3.67'R3.67'5'323233331010342927R25'R50'R25'31818181625SEE SHEET C-102 DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:25:26 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2 C-103SITE PLAN (EAST)SEE SHEET C-104WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1.THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012.CONCRETE PAVEMENT - SEE DETAIL 3/C-8013.B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015.10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016.CURB CUT THROUGH LANDSCAPE ISLAND7.LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8.DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1.DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9.ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710.8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11.CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512.MATCH EXISTING13.ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114.ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115.ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116.BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317.STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518.CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119.SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20.NEW RIGHT TURN LANE.21.PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1.MNDOT PMA-222.RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23.CONCRETE SIDEWALK - SEE DETAIL 4/C-80124.EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25.PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26.EXISTING TRANSMISSION LINE EASEMENT27.PROPOSED ROW LINE28.PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29.PROPOSED PROPERTY LINE30.EXISTING PIPELINE EASEMENT31.B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133.8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34.SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35.ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36.MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37.GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXLOT 1OUTLOT A370'65'R150'R5'R5'R 1 0 'R10'R 1 0 'R10'R10'12'65'65'12'12'12'65'65'R30'12'40'40'12'12'12'40'40' 70' 101.5'3737403870' 70'2222333333321212121212134444443212165'52222R50'2625R50'MAINTENANCEGARAGE3,360 SFFFE: 983.00'R5'R5'R5'R5'R5 ' R 5 'R5'30'30'2929102.9' 102.9'3333333727373315'12'15' 12'55516332929R140'R170'R5'2525DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:25:31 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2 C-104SITE PLAN (SOUTH)WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1.THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012.CONCRETE PAVEMENT - SEE DETAIL 3/C-8013.B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015.10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016.CURB CUT THROUGH LANDSCAPE ISLAND7.LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8.DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1.DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9.ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710.8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11.CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512.MATCH EXISTING13.ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114.ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115.ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116.BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317.STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518.CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119.SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20.NEW RIGHT TURN LANE.21.PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1.MNDOT PMA-222.RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23.CONCRETE SIDEWALK - SEE DETAIL 4/C-80124.EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25.PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26.EXISTING TRANSMISSION LINE EASEMENT27.PROPOSED ROW LINE28.PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29.PROPOSED PROPERTY LINE30.EXISTING PIPELINE EASEMENT31.B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133.8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34.SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35.ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36.MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37.GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 147TH ST. W.JOHNNY CAKE RIDGE ROAD 148TH ST. W.POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIIII I I I I IIIII I I I I I I III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>3JOHNNY CAKE RIDGE ROADJOHNNY CAKE RIDGE ROAD 148TH ST. W.FERNANDO AVENUE984984984980980 985985 985985985 9 8 1 981981981 982982 982982982 982983 983983 983 984 984 984 984986986965965965 965970970970 975975975975975975975980980980 985964 964966966966 966 966967 967 967967967968 968968969969 969971971971972972972973973973974974974 976976976976976976976 977977977977977977977978978978979979979981981981981981982982982983983983984984 980 980980 98 0985 985 985 9859 8 5985 981 982982982 982 982982982983983983983983983 983983983983983983 9839839839849849849849 8 4984986986 986 986 986986986 987987 987 987988 988988988 988988988988 985984984984984 1111111111111111111111111122.1222224444444444444444981 982982982983983983 98398398 3982982983983983 15551115551141>>>>>>>>2222.12.1985 982983984 986 44446MAINTENANCE GARAGE 3,360 SF FFE: 983.00'52.142.1PROPOSED BUILDING117,600 SFFFE=986.00>>>>>>>>>>>>II>> >> >>1>>>>>>>>2.14444985982983984DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 Post-Construction Erosion Control Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:26:07 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 PROPOSED STORM SEWER>>>>PROPOSED CATCH BASINPROPOSED MANHOLEPROPOSED CONTOUR9XXLEGENDPROPERTY LINESETBACK LINEEASEMENT LINEEXISTING STORM STRUCTUREEXISTING STORM SEWER>>>>EXISTING CONTOURSILT FENCE - SEE PLATE NO. ERO-1/C-802INLET PROTECTION - SEE PLATE NO. ERO-18/C-803C-201POST-CONSTRUCTIONEROSION CONTROLPLANRIPRAP - SEE PLATE NO. STO-10/C-8031.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.COORDINATE EROSION AND SEDIMENTATION CONTROL MEASURES AS NEEDED WITH PUBLICCONSTRUCTION NEAR THIS PROJECT.3.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT THE DURATION OFTHE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERSFROM CONSTRUCTION RUNOFF.4.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROM PROPERTY LINE FOR CLARITY,WHERE APPLICABLE.5.CONTRACTOR SHALL ENSURE ALL CATCH BASINS RECEIVING CONSTRUCTION STORMWATERDISCHARGE HAVE INLET PROTECTION INSTALLED.6.ADJACENT STREETS AND PARKING AREAS SHALL BE SWEPT AS NEEDED TO KEEP THE PAVEMENTCLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS.NOTESEROSION CONTROL BLANKET - SEE PLATE NO ERO-6/C-802.ROCK CONSTRUCTION ENTRANCE - SEE PLATE ER0-22/C-803KEYNOTES#PERMANENT STABILIZATION1.INLET PROTECTION - SEE DETAIL ERO-18/C-8022.SILT FENCE - SEE DETAIL ERO-1/C-8022.1.DOUBLE ROW SILT FENCE ADJACENT TO STORMWATER POND. OFFSETADDITIONAL ROW OF SILT FENCE 5' IF WITHIN 50' OF POND RIM.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL ERO-22/C-8024.PERMANENT STABILIZATION - SEE LANDSCAPING PLAN5.EROSION CONTROL BLANKET - SEE DETAIL ERO-6/C-8026.RIPRAP - SEE PLATE NO. STO-10/C-807 147TH ST. W.JOHNNY CAKE RIDGE ROAD 148TH ST. W.POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIII148TH ST. W.FERNANDO AVENUECAUTION: OVERHEAD UTILITY LINECAUTION: UNDERGROUND GAS LINE(S)JOHNNY CAKE RIDGE ROAD I I I I I I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III>>>>>>>>>>>>>>>>>>>>>>>>985985982983984981 982983980981982 982982983984985986983 9839 8 1 9829839 8 3 981 981 980 981 982 983 985984 985 981 981 982983 984 986 982983984 984985 985985986984986984 9839819 8 2 985 981982983984 983984I I I I I I I III2.0%1. 5 % 1 . 5%1.6%1.5%1.4%1.3%1.1%981982982982982983983983965970975980964966967968969971972973974976977978979981982983984970975980968969971972973974976977978979981982983 >>>>>>>>>>>>>>>>>>>>CBMH-305CBMH-304CBMH-307CBMH-302STMH-310MH-18MH-1MH-5CBMH-19CBMH-20STMH-312STMH-311STMH-313CBMH-18BCBMH-18CCB 501EX. STMH 500CBMH 324CBMH 323CBMH 320CBMH 322CBMH 318CBMH 316CBMH 321CBMH 317STMH-303CBMH-306CBMH-315CBMH 314STMH-308CBMH-309980980 MAINTENANCE GARAGE 3,360 SF FFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00985984985987986 985 981 982 983 984 9869819811.0%1.0%1.0% 1.0% 1.0% 2.7% 3.3%2.6%1.5% 2.0% 2.3% 1.7% 2.3% 1.4% 1.5% 1.5%3.5%1.5%1.0%1.9%3.3%2.3%6.1%2.9%1.3%1.8%1.6%1 . 7%1.2%4:1 4:1 4:14:14:19:14:11.5%1.5%1.7% 1.5% 6.8% 7.6% 6.2% 5.0%1.4%3.3%1.6% 3.7%7.7%TW=83.66BW=82.00TW=83.51BW=81.85TW=83.36BW=81.70TW=83.11BW=81.61TW=81.78BW=81.28BW=77.00TW=77.35TW=78.31BW=77.08TW=79.28BW=77.55TW=80.05BW=77.64TW=80.75BW=77.32TW=80.65BW=75.54TW=80.56BW=75.49TW=80.33BW=79.84BW=81.49TW=82.62965 964966967 CBMH 319>>>>>>>>>>>>II1.5%1.5%1.5%1.8%2.3%1.5%8.5%1.5%6.0%8.4%1.5%1.5%1.5%1.5%1.5%1.5%1.5%7.3%985982983984>> >> >>>>>>>>>>1.4%1.2%STMH 325FES-301FES 1364.4%7.5%DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 Grading Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:26:52 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 PROPERTY LINEEASEMENT LINEPROPOSED STORM SEWER>>>>PROPOSED CATCH BASINPROPOSED MANHOLEEXISTING STORM STRUCTUREEXISTING STORM SEWER>>>>EXISTING CONTOURPROPOSED CONTOUR9XXLEGEND1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINTSURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITINGIMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORY COMPLIANCE(ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATEDTO THE ENGINEER IN WRITING.3.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OFDISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK.NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVALFROM THE ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLECONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER AND ENGINEER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER.NOTESNOTESC-301GRADING PLAN 148TH ST. WESTJOHNNY CAKE RIDGE RD.UPPER 147TH STREET WESTFERNANDO AVENUEJOHNNY CAKE RIDGE ROAD 147TH ST. W.JOHNNY CAKE RIDGE ROAD 148TH ST. W.POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT A>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIII6" GV6" GV6" GV6" GV6" HYDRANT6" HYDRANT6" HYDRANT10" GV6" GV10" GV10" GV10" GV10" GV10" GV10"x10" TEE10"x10" TEE10"x6" TEE10"x6" TEE10"x6" TEE10"x10" TEE10"x6" TEE90° BEND45° BEND45° BEND45° BEND45° BEND10"x6" TEEI I I I I I 10" PVC10" PVC10" PVC6" PVC6" PVC10" PVC6" PVC WM10" PVC>>>>>>>>>>III45° BEND45° BEND10" PVC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I I III10" PVC6" HYDRANT6" HYDRANT6" GVJOHNNY CAKE RIDGE ROAD 147TH ST. W.148TH ST. W.FERNANDO AVENUE12"X10" REDUCER10" FIRE SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION6" DOMESTIC SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION980980 985985 985985 985 985 985 981981981981 982982982982982983983983 983 983984 984984 984984986986986986 9 8 5 985 9829839839849 8 4986986CONNECT TO EXISTING 12" WATERMAINVERIFY LOCATION ANDELEVATION IN THE FIELD98 0 981 982 980980 981 982982 982982975980980980976977978979979979981981981982982982983983983984984965965965965964964964964966966966966967967967967970970970975975969971971971971972972973973974974976976977977 978979 985985985985 985983983983983984984984 984984984984984984 984984984986986986987987987988988 CORE-DRILL ANDCONNECT TO EXISTINGSANITARY MHPR. 8" INV IN=970.09 (W)EX. 12" INV OUT=968.60 (E)SSMH-4RIM=981.888" INV IN=975.42 (N)8" INV OUT=975.32 (E)SSMH-2RIM=980.908" INV IN=973.34 (W)8" INV OUT=973.24 (S)12 LF OF 8" PVC @ 2.00%8" SANITARY BUILDING SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV = 975.66219 LF OF 8" PVC @ 0.48%250 LF OF 8" PVC @ 1.26% 22.1' 12'PROPOSED 35' CITY STORM SEWER EASEMENT20.5'10'16.5'12.5'22'981981982 982982982982982982982982982982982982983983983983983 983983983983CONTRACTOR TO PROVIDE CELLULARINSULATION OVER SANITARY SERVICEWHERE COVER DOES NOT MEET CITYREQUIREMENTS>>>>>>>>>>>>>>>>>>>>6" PVC WMMAINTENANCE GARAGE 3,360 SF FFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.0022.5° BEND45° BEND22.5° BEND10"x6" TEE10" PVC10" PVC WM 10" PVC WM10" PVC WMCONNECT TO EXISTING 10" PVCWATERMAIN VERIFY LOCATION ANDELEVATION IN THE FIELD>>>>>>>>>>>>IISSMH-3RIM=981.138" INV IN=974.27 (W)6" INV IN=974.27 (S)8" INV OUT=974.27 (E)171 LF OF 6" PVC @ 1.00%SSMH-5RIM=982.866" INV IN=975.98 (E)6" INV OUT=975.98 (N)38 LF OF 6" PVC @ 1.00%12'193 LF OF 8" PVC @ 0.48%10"x4" TEE4" GV4" PVC 45° BEND45° BEND4" DOMESTIC SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION6" SANITARY BUILDING SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV = 976.36>> >> >>>>>>>>>>DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 Water And Sanitary Sewer Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:27:42 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2 >>>>>>II>>>>>>I>>STORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINLEGENDPROPERTY LINERIGHT OF WAY LINEEASEMENT LINEC-401UTILITY PLANSANITARY SEWER INSULATION1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES2.SANITARY SEWER LOCATED IN JOHNNY CAKE RIDGE ROAD ROW WILL BE PUBLICINFRASTRUCTURE.NOTESWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLCALL BEFORE YOU DIGTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166 147TH ST. W.JOHNNY CAKE RIDGE ROAD 148TH ST. W.POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I I IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIIII I I I I I>>>>III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I I III>>>>>>>>>>>>>>>>>>>>JOHNNY CAKE RIDGE ROAD 148TH ST. W.FERNANDO AVENUE985985982983984980980 98 0980 980980 985985 981 982 982 983983984984986986984 984CBMH-20CBMH-19MH-18CBMH-18CCBMH-18BMH-18APROPOSED 35' CITY STORM SEWER EASEMENTCBMH-305RIM=984.1221" INV IN=975.51 (E)21" INV OUT=975.51 (S)CBMH-304RIM=983.1621" INV IN=975.11 (N)27" INV OUT=975.11 (S)CBMH-307RIM=983.4115" INV IN=976.56 (E)18" INV OUT=976.56 (W)CBMH-302 W/ SUMPRIM=980.96SUMP EL.=968.3827" INV IN=974.31 (NW)27" INV OUT=968.50 (S)FES-30127" INV=968.00STMH-312RIM=981.6512" INV IN=976.55 (N)12" INV IN=974.32 (E)15" INV OUT=974.32 (S)STMH-311RIM=981.6512" INV IN=976.55 (N)12" INV OUT=976.55 (W)FES-2OS-1MH-13CBMH-10CB-10AMH-1MH-2MH-3MH-14CBMH-4CB-4AMH-5REPLACE RINGSADJUST STRUCTURE TO MATCH FINISHED GRADEEX. RIM=980.11PR. RIM=980.19CB 501RIM=984.3012" INV OUT=981.52 (W)EX. STMH 500REMOVE AND REPLACE CASTINGADJUST STRUCTURE AS NEEDEDCORE-DRILL INTO EXISTING STRUCTUREEX.RIM=984.11PR. RIM=984.11PR. 12" INV IN=981.25 (E)EX. 15" INV IN=980.03 (N)EX. 27" INV IN=971.43 (E)EX. 30" INV OUT=971.18 (W)STMH-313RIM=981.6512" INV IN=976.55 (N)12" IN OUT=976.55 (W)117 LF OF 27" RCP @ 0.35%58 LF OF 15" RCP @ 3.00%58 LF OF 27" RCP @ 0.86%93 LF OF 12" RCP @ 2.00%61 LF OF 15" RCP @ 3.23%144 LF OF 15" RCP @ 0.45%27 LF OF 12" RCP @ 1.00%154 LF OF 18" RCP @ 0.35%113 LF OF 21" RCP @ 0.35%CORE-DRILL AND CONNECT TO CBMH-20ADJUST STRUCTURE TO MATCH FINISHED GRADEEX. RIM=979.26PR. RIM=979.27PR. 15" INV=974.69 (NW)EX. 42" INV IN=968.11 (E)PR. 42" INV OUT=968.11 (S)EX. 42" INV OUT=968.11 (SW)CORE-DRILL AND CONNECT TO CBMH-19ADJUST STRUCTURE TO MATCH FINISHED GRADEEX. RIM=979.78PR. RIM=979.98PR. 15" INV=974.32 (N)EX. 42" INV IN=968.41 (E)EX. 42" INV OUT=968.41 (SW)95 LF OF 12" RCP @ 0.88%CBMH 316/ W/ SUMPRIM=981.25SUMP EL.=969.9712" INV IN=976.91 (W)21" INV IN=972.97 (E)24" INV OUT=972.97 (S)CBMH 321 W/ SUMPRIM=982.26SUMP EL.=967.3642" INV OUT=970.32 (SW)30" INV IN=974.42 (E)24" INV IN=970.36 (N)CBMH 322RIM=980.9518" INV IN=975.78 (E)24" INV IN=975.78 (S)30" INV OUT=975.78 (W)CBMH 318RIM=981.2518" INV IN=974.07 (E)21" INV OUT=974.07 (W)STMH-303RIM=984.2827" INV IN=974.70 (N)27" INV OUT=974.70 (SE)CBMH-306RIM=984.3018" INV IN=976.02 (E)21" INV OUT=976.02 (W)CBMH 323RIM=980.9515" INV IN=976.88 (E)18" INV OUT=976.88 (W)CBMH 324RIM=980.9615" INV OUT=977.96 (W)CBMH-4RIM=982.1430" INV IN=972.41 (SE)15" INV IN=977.68 (SW)42" INV IN=970.15 (NE)48" INV OUT=969.65 (W)37 LF OF 21" RCP @ 0.88%180 LF OF 15" PVC @ 0.88%CBMH-315RIM=979.0115" INV OUT=972.50 (S)111 LF OF 27" RCP @ 0.35%CBMH-309RIM=981.6515" INV OUT=978.09 (W)196 LF OF 15" RCP @ 0.45%STMH-308RIM=983.8915" INV IN=977.14 (E)15" INV IN=977.21 (E)15" INV OUT=977.21 (W)9819 8 2 9829 8 2 982982982982982982983983983983983146 LF OF 21" RCP @ 0.35%125 LF OF 21" RCP @ 0.88%125 LF OF 18" RCP @ 0.88%CONTRACTOR TO INSTALL ADDITIONALCONCRETE TO TOP OF EXISTING WEIRIN STRUCTURE OS-1.PROPOSED WEIR TOP EL.=977.0SEE DETAIL 1/C-807>>>>>>123 LF OF 15" RCP @ 0.88%CBMH 320RIM=981.2515" INV OUT=976.25 (W)MAINTENANCE GARAGE 3,360 SF FFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00965970964966967968969971972973975980976977978979981 982 983CBMH 317RIM=981.8912" INV OUT=977.75 (E)CBMH 319RIM=981.2615" INV IN=975.17 (E)18" INV OUT=975.17 (W)982983984986 987980 985 981 982 983 984 986 985983 984985984986987205 LF OF 24" R C P @ 1 . 2 7 %125 LF OF 18" RCP @ 0.88%123 LF OF 15" RCP @ 0.88%152 LF OF 30" RCP @ 0.89%CONNECT TO AND CONSTRUCTCATCH BASIN OVER EXISTING42" STORM SEWER. VERIFY INVERT,LOCATION, MATERIAL, AND SIZE IN FIELD112 LF OF 12" RCP @ 2.00%FUTURE STORMWATERINFRASTRUCTURE. FORREFERENCE ONLY.ADJUST STRUCTURE TO MATCHFINISHED GRADEADJUST STRUCTURE TO MATCHFINISHED GRADE33 LF OF 12" PVC @ 2.00%ROOF DRAIN 1VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.2033 LF OF 12" PVC @ 2.00%32 LF OF 12" PVC @ 2.00%ROOF DRAIN 3VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.20ROOF DRAIN 2VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.2032 LF OF 12" PVC @ 2.00%ROOF DRAIN 4VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.20STMH-310RIM=981.6512" INV IN=976.55 (N)12" INV IN=974.69 (E)15" INV OUT= 974.69 (S)>>>>>>>>>>>>II>> >> >>>>>>>>>>127 LF OF 42" RCP @ 0.06%STMH 325RIM=982.2942" INV IN=968.04 (N)42" INV OUT=968.04 (W)70 LF OF 42" RCP @ 0.06%FES 13642" INV=968.00107 LF OF 2 4 " R C P @ 0 . 8 8 %BULKHEAD STORM PIPE FOR FUTURECONNECTION24" INV OUT=976.72 (N)CBMH 314RIM=979.7315" INV IN=970.92 (N)21" INV OUT=970.92 (S)DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 Storm Sewer Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:28:21 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 >>>>STORM SEWER>>SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900>>>>EXISTING STORM SEWER>>EXISTING SANITARY SEWERIEXISTING WATERMAINLEGENDPROPERTY LINESETBACK LINEEASEMENT LINEC-501STORM SEWER PLAN1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTESNOTESNOTES MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXLOT 1OUTLOT AIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII I I I I I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIII I I I I I I III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>JOHNNY CAKE RIDGE ROAD 147TH ST. W.FERNANDO AVENUE(3) QB(3) GD(1) GT(2) PS(13) PG(3) PR(4) PG(1) PS(3) GT(3) QB(3) GD(3) AG(5) SR(4) AG(3) SR(3) PG(4) AG(8) PM(4) SR(5) PM(3) AG(7) PM(3) PM(4) PM(6) PM(6) PM(12) HS(4) SS(9) AN(4) SS(12) HS(12) HS(12) HS(12) HS(24) HS(24) HS(12) SS(15) AN(12) SS(12) SS(12) SS(15) AN(15) AN(15) AN(60) HS(6) PM(6) PM(6) PM(6) PM(7) PM(6) PM(7) PM(7) PM(5) AG(3) AG(3) SR(3) SR(11) AM(4) AM(4) AM(4) AM(4) AM(4) AM(4) AM(4) AM(10) HF(10) HF(10) HF(16) HF(10) HF(4) TM(4) TM(6) HF(6) HF(4) AM(4) AM(6) HF(6) HF(3) TM(3) TM(4) TM(10) HF(4) AM(3) AM(6) AM(1) SRMAINTENANCE STRIP AT BUILDING EDGE, TYP.SEE DETAIL 2/L-801PLANTING BEDEDGING, TYP.>>>>>>>>>>>>II>> >> >>>>>>>>>>L-101DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 Landscape Plan.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/29/2022 11:30:43 AM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 2 LEGENDDECIDUOUS TREESEED: MNDOT SEED MIX 25-131LOW MAINTENANCE TURFSEED: MNDOT SEED MIX 33-261STORMWATER SOUTH & WESTLANDSCAPE PLANKPCONIFEROUS TREESHRUBS & PERENNIALSROCK MULCHORNAMENTAL TREEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARY UP A B C D E F G H I J K L 1 2 3 4 5 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 60' - 0"210' - 0"50' - 0"50' - 0"50' - 0"60' - 0"560' - 0"210' - 0"MATCHLINEMATCHLINEN DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA200 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 OVERALL FLOOR PLAN 3/64" = 1'-0"A200 1 OVERALL FLOOR PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 AMERISTAR MONTAGE II HEIGHT: 8' FENCE TYPE - 1 BUFFTECH SIERRA BLEND HEIGHT: 8' FENCE TYPE - 2 UP A B C D E F G 1 2 3 4 5 MATCHLINEMATCHLINEA300 4 50' - 0"46' - 0"4' - 0" 4' - 0"46' - 0"50' - 0" 16' - 0" 8' - 0" 26' - 0"50' - 0" 50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"21' - 0"8' - 0"8' - 0"8' - 0"5' - 0"3' - 0"8' - 0"16' - 0"8' - 0"8' - 0"7' - 0"9' - 0"8' - 0"16' - 0"8' - 0"8' - 0"1' - 0"7' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 0"8' - 0"8' - 0"50' - 0"50' - 0"50' - 0"60' - 0"210' - 0"A700 3 42' - 4" 3' - 4" 4' - 4" 6' - 0" 12' - 0" 6' - 4" 3' - 4" 10' - 4" 9' - 0" 3' - 0"1' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 8' - 0" 1' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 8' - 5" 3' - 4" 6' - 1" 4' - 2" 4' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 2"8' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 8" 7' - 0" 3' - 4" 5' - 6" 9' - 0" 4' - 6" CORRIDOR 126 MECHANICAL 127 LOCKERS 124 PERFORMANCE 123 SERVER 122 BREAK 125 OPEN OFFICE 103 TALK 119 TALK 118 STOR. 120 FOM/ LEAD OFFICE 121 STOR. 115 CONFERENCE 114 QUIET 111 QUIET 112 STOR. 113 JAN. 107 MOTHER'S ROOM 106 TALK 105 TALK 104 TRAINING 102 RECEP. 101 MAILBOXES CHECK-IN 128 JAN. 109 WOMEN'S 108 MEN'S 110 WOMEN'S 116 MEN'S 117 VEST. 100 WAREHOUSE 130 VEST. 129 CORR. 131 A203 2 A203 1 A203 3 FLOOR PLAN DIMENSION PLAN ELECTRICAL PLAN 140 141 196 195 194 193 192 191 190 189 188 187 186 185 184 183 182 181 180 179 178 177 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK. N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA201 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 ENLARGED FLOOR PLAN AREA A 1/16" = 1'-0"A201 1 ENLARGED FLOOR PLAN AREA A FLOOR PLAN KEYNOTES TAG KEYNOTE 1 - 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 A3001 G H I J K L 1 2 3 4 550' - 0"50' - 0"50' - 0"60' - 0"169 210' - 0"50' - 0"50' - 0"50' - 0"50' - 0"60' - 0"MATCHLINEMATCHLINE15' - 10" 9' - 0" 4' - 6" 9' - 0" 4' - 6"7' - 2" 1' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 3' - 2" 5' - 10" 4' - 6" 9' - 0" 7' - 0" 3' - 4" 6' - 2" 9' - 0" 4' - 6" 8" 8' - 4" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 10' - 2" 3' - 4" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 7' - 0" 3' - 4" 10' - 4"6' - 7"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"2' - 11"6' - 1"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"3' - 5"2' - 4"3' - 4"5' - 11"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"2' - 5"2' - 1"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"8' - 5"36' - 0" 8' - 0" 6' - 0" 50' - 0"50' - 0" 6' - 0" 8' - 0" 36' - 0"54' - 4" 3' - 4" 2' - 4" 162174 173 172 171 170175 157 156 155 154 160176177163164165167 158 159 146 145 168 166 161 153 142 143 144 178 151 150 149 148 147 152 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK. N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA202 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 ENLARGED FLOOR PLAN AREA B 1/16" = 1'-0"A202 1 ENLARGED FLOOR PLAN AREA B FLOOR PLAN KEYNOTES TAG KEYNOTE 1 - 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 A203 4 A2032 A203 A203 3 5 A B C D 48' - 0" 19' - 6" 15' - 6" 13' - 0" 1 2 3 4 66' - 0"22' - 0" 22' - 0" 22' - 0" 1ST LEVEL 100' - 0" ROOF 119' - 5" 2ND LEVEL 114' - 8" T.O. PARAPET 122' - 0" 1234 MTL-1 PC-2 1ST LEVEL 100' - 0" ROOF 119' - 5" T.O. PARAPET 122' - 0" ABCD MTL-1 PC-2 1ST LEVEL 100' - 0" ROOF 119' - 5" T.O. PARAPET 122' - 0" A B C D MTL-1 PC-2 1ST LEVEL 100' - 0" ROOF 119' - 5" 2ND LEVEL 114' - 8" T.O. PARAPET 122' - 0" 1 2 3 4 MTL-1 PC-2 N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONC:\Revit Projects\22015_AppleValley_Maintenance_Building_Master_aautreyFWDHJ.rvtA203 S PAETZEL A AUTREY 04/07/2022 Project Number Path SCHEMATIC DESIGN APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 MAINTENANCE BUILDING PLAN AND ELEVATIONS 1/8" = 1'-0"A203 1 MAINTENANCE BUILDING FLOOR PLAN 3/16" = 1'-0"A203 2 MAINTENANCE BUILDING EAST ELEVATION 3/16" = 1'-0"A203 3 MAINTENANCE BUILDING NORTH ELEVTION 3/16" = 1'-0"A203 4 MAINTENANCE BUILDING SOUTH ELEVATION 3/16" = 1'-0"A203 5 MAINTENANCE BUILDING WEST ELEVATION NO. DESCRIPTION DATE 1 CITY SUBMITTAL 04/07/2022 METAL COPING - FIRESTONE OR APPROVED EQUAL COLOR: CHARCOAL GRAY MTL-1 PRECAST CONCRETE EXPOSED AGGREGATE PANEL - CLEAR SEALER WHERE SHOWN ON ELEVATIONS 1014 BUFF WITH 6014 GREY TINT PC-2 DN A B C D E F G H I J K L 1 2 3 4 5 4 A210 ____________________________________________________________________________________________________________________________ 8 A210 ____________________________________________________________________________________________________________________________ VIEW SCREENED FROM 8' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. VIEW SCREENED FROM 6' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. VIEW SCREENED FROM 10' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. 5 A210 ____________________________________________________________________________________________________________________________SIGHT LINE D @ 987'119' - 0"SIGHT LINE C @ 987'119' - 0"SIGHT LINE F @ 981'70' - 0"SIGHT LINE B @ 985' 180' - 0" SIGHT LINE A @ 985' 155' - 0" SIGHT LINE E @ 992' 236' - 0" 2 A210 ____________________________________________________________________________________________________________________________ 3 A210 ____________________________________________________________________________________________________________________________SIGHT LINE G @ 98170' - 0"6 A210 ____________________________________________________________________________________________________________________________ 7 A210 ____________________________________________________________________________________________________________________________ F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" 1 Eye level @ 987'6' - 0"128' - 0" 8' Screened View 6' - 0"10' Screened View 8' - 8" B.O. DECK 130' - 6" F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" 5 Eye Level @ 983'6' - 0"T.O. MIDDLE PRECAST 134' - 8" 73' - 0" 8' Screened View 4' - 2" 10' Screened View 4' - 5" F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" 1 Eye Level @ 985'6' - 0"T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6" 76' - 3" 8' Screened View 4' - 4" 10' Screened View 4' - 5" F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" 1 123' - 6"8' Screened View 7' - 1" 10' Screened View 6' - 9"Eye Level @ 987'6' - 0"T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6"5' - 0"F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" A 173' - 7"8' Screened View 9' - 0" 10' Screened View 9' - 3"Eye Level @ 985'6' - 0"F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" A 183' - 9"8' Screened View 8' - 4" 10' Screened View 8' - 4"Eye Level @ 985'6' - 0"F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" L Eye Level @ 992'6' - 0"259' - 6" 8' Screened View 16' - 0" 10' Screened View 16' - 1" T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6" N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA210 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 SITE VISION PLAN 1" = 40'-0"A210 1 ROOF PLAN - SITE VISION PLAN 1/32" = 1'-0"A210 4 SIGHT LINE C @ 987' 1/32" = 1'-0"A210 8 SIGHT LINE F @ 985' 1/32" = 1'-0"A210 7 SIGHT LINE G @ 985' 1/32" = 1'-0"A210 5 SIGHT LINE D @ 987' 1/32" = 1'-0"A210 2 SIGHT LINE A @ 985' 1/32" = 1'-0"A210 3 SIGHT LINE B @ 985' 1/32" = 1'-0"A210 6 SIGHT LINE E @ 992' NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 17'7' 5' 10' 23' 3'6' F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" 12345 T.O. MIDDLE PRECAST 134' - 8" F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" T.O. TALL PRECAST 140' - 0" 1 2 3 4 5T.O. MIDDLE PRECAST 134' - 8" F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" T.O. TALL PRECAST 140' - 0" ABCDEFGHIJKL F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" T.O. TALL PRECAST 140' - 0" A B C D E F G H I J K L DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA300 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 EXTERIOR BUILDING ELEVATIONS 1" = 20'-0"A300 1 EAST ELEVATION 1" = 20'-0"A300 2 WEST ELEVATION NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 1" = 20'-0"A300 3 NORTH ELEVATION 1" = 20'-0"A300 4 SOUTH ELEVATION PRECAST CONCRETE EXPOSED AGGREGATE PANEL 1030 GREY WITH 920 ONYX TINT PC-1 PRECAST CONCRETE EXPOSED AGGREGATE PANEL - CLEAR SEALER WHERE SHOWN ON ELEVATIONS 1014 BUFF WITH 6014 GREY TINT PC-2 PC-1PC-2 PC-1PC-2 PC-1 PC-2 PC-1 PC-2 METAL COPING - FIRESTONE OR APPROVED EQUAL COLOR: CHARCOAL GRAY MTL-1 MTL-1 MTL-1 MTL-1 MTL-1 TO: Kathy Bodmer, Planner FROM: George Dorn, Building Official DATE: April 13, 2022 SUBJECT: 6080 147th St W (Scannell Office/Warehouse)  A 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 application.  Platting of the property lines must be completed prior to permit issuance.  Geotechnical report boring log and Special Inspector Agreement is required prior to permit issuance and soil corrections on site.  Submit plans to Minnesota Department of Labor Plumbing Division for review of proposed plumbing, roof drainage, and sanitary and storm design.  A trash area is required per MSBC 2020 1303.1500. Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit.  The City of Apple Valley has adopted the 2020 MN Rule 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  Allowable area and building heights will be determined once the code analysis has been completed with the permit application.  Mechanical equipment on the roof is required to have access in accordance with MN Mechanical Code 306.5.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  F-1 or S-1 occupancies shall have smoke and eat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet of undivided area.  The north parking area has 65 parking spaces. The MSAC code table 1106.1 would require 3 accessible stalls. The west lot is fine. It would be an option to add the third required space to the main west entrance, since it appears this is the customer primary entrance.  C402.5.6 require cargo door openings and loading door openings be equipped with weather seals that restrict infiltration and provide direct contact along the top and sides of vehicles that are parked in the doorways.  C402.5.7 would require a vestibule in building entrances unless the area it opens to is less than 3,000 square feet, or meets one of the exceptions.  Is the maintenance garage shown on the plan part of this scope of work? See page C-104.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections. MEMO Building Inspections  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. Apple Valley Fire Department MEMO City of Apple Valley TO: Kathy Bodmer FROM: Brian Kilmartin, Fire Marshal DATE: April 27, 2022 SUBJECT: Scannel Property Kathy a couple of items from me on this project. 1- Fire would like to see the West lot connected to the Fernando Drive way. 2- Will there be on site fuel storage? 3- Fire Sprinkler  Separate systems for each building 4- Fire Alarm  There will need to be two fire alarm systems (main bldg. and repair garage), both will need to report the main buildings address, which building the alarm is present in and report point specific. Brian Kilmartin Fire Marshal CITY OF MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, City Engineer DATE: April 27th, 2022 SUBJECT: Apple Valley Commerce Center 2nd Addition Preliminary Plan Review Kathy, The following are comments regarding the Apple Valley Commerce Center 2nd Addition Preliminary Plan Review dated April 7th, 2022. Please include these items as conditions to approval. General 1. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 2. All work and infrastructure within public easements or right of way shall be to City standards. 3. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 4. A pre-construction meeting shall be held prior to beginning any work on the site. 5. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable 6. Applicant shall be responsible for maintaining the catch basin sumps located within the parking lot. A maintenance agreement will be required. 7. The labels for the Lots and Outlot shall match the final plat on all sheets. Permits 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 Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 10. Provide a copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans. 11. Provide a copy of the executed Encroachment Agreement with Great River Energy for work occurring within easement area as indicated on plans. 12. A right of way permit will be required for all work within public easements or right of way. 13. A public infrastructure project is anticipated for the required right turn lane 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. 14. A public infrastructure project is anticipated for the sanitary sewer extension in the public right of way along Johnny Cake Ridge Road, the trail extension and street lights. Site 15. Final site plan shall be reviewed with the construction plans and approved by City Engineer. 16. Provide a 10’ easement along the west side of the property along Fernando Avenue. 17. It appears that some of the existing drainage and utility easements near WVR 55.2 can be vacated and the new Outlot would be all drainage and utility easement 18. All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall block. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. 19. Consider adding a guardrail near the retaining wall at the entrance to the parking area to prevent large trucks from driving over edge of curb/fence/wall. 20. Provide traffic impact study showing anticipated trips and distribution of traffic for determination of access needs and impacts to adjacent roadways. 21. Provide a hammerhead turnaround on the west side parking lot to the south or connect the parking lot to the drive entrance off Fernando Avenue. 22. 8’ Bituminous Trail shall be installed in the public right of way by developer along Johnny Cake Ridge Road from 147th to southern property boundary and be graded to match public improvements associated with Johnny Cake Ridge Road Improvements. 23. Outlot A shall be dedicated to City of Apple Valley as part of storm water requirements and included as part of Preliminary Plat and/or include drainage and utility easement. Property line for Lot 1 should be revised so the entire storm water pond (including the 16.5 ft buffer) is included in Outlot A. 24. Access Restriction easement should be shown on Preliminary Plat. 25. Development will be required to install street lighting along Johnny Cake Ridge Road from property line to 147th along new bituminous trail. 26. New driveway entrance onto Fernando Avenue shall be reconstructed in accordance with STR-5. Grading, Drainage and Erosion Control 27. Final Grading Plans shall be reviewed and approved by City Engineer. 28. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 29. A construction entrance is not permitted over the existing Magellan pipeline easement. Construction Access shall be off Fernando Avenue only. 30. Label all Emergency Overflows. 31. Landscape berm along the southern park lot should be relocated to the southern property line and show turf establishment in this area. It is likely this area will be used for snow storage and landscaping is not recommended to be planted here, except on the berm. 32. The retaining wall foundation shall be above the 100-year HWL in the pond and be located outside the Outlot. Sanitary Sewer, Water Main 33. Final locations and sizes of Sanitary and Water main shall be reviewed with the final construction plans and approved by City Engineer. 34. Sanitary Sewer shall be public infrastructure to SSMH-2. 35. Private services shall have a min slope of 2.0%. To obtain this, the slope from SSMH 1 to SSMH 2 can be lessened to a min of 0.4%. 36. Provide additional drawing showing required hydrant coverage for site. (Max. hydrant spacing is 450-feet for Commercial/Industrial areas.) 37. Identify Irrigation service location(s) if applicable per City Detail SER-4. Storm Sewer 38. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 39. The existing flared end section (FES 4) cannot run underneath the proposed retaining wall. Consider connecting CBMH-20 to CBMH-317 and installing a flared end section to the west of CBMH 317 and removing the 12” line running from CBMH-317 to CBMH 316. 40. FES from CBMH-302 will not be allowed and should be rerouted to another FES in WVR 55.2 41. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. Landcape and Natural Resources 42. A 16.5 foot buffer is required around the pond edge and will be maintained by the City. Signage will be posted, property owner shall not encroach into buffer area. Any areas disturbed as part of the construction shall be re-seeded with appropriate seed mix 43. Tannenbaum Mugo Pines represent 52% of the proposed tree replanting schedule. This variety reaches about 12’ in height and 6’ wide at maturity. It can provide a good year round screen but is not considered a large shade tree, more of an ornamental sized tree. Diversify the tree plantings to follow the 30-20-10 rule. (The rule suggests an urban tree population should include no more than 10% of any one species, 20% of any one genus, or 30% of any family.) This rule shall be followed for shade trees and ornamental trees. 44. Landscape Plan Sheet L-101 dated 4/7/2022 states 53 island trees are required to meet the minimum planting requirements, however no trees are shown in parking islands. Provide a plan with trees in islands meeting the City’s minimum landscaping code. 45. Ensure trees planted below power lines will not create a future conflict. 46. Ensure all trees proposed to be planted are within the site and not on other properties. 47. The City encourages decreasing the daylily quantity and planting more of the other native species in the schedule or further diversifying. a. Incorporation of additional native plants into the planting plan in place of cultivars and native cultivars will have additional water quality and pollinator habitat benefits. I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 4, 2022 S E C T I O N:L and Use / Action I tems Description: A pple 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: T he Apple Auto Ford Lincoln redevelopment at 7125-151st Street plan substantially complies with the requirements of the City C ode. As a result, staff is recommending approval with the following motions: 1. Recommend approval of a Conditional Use P ermit (C U P ) for the Outdoor Sales and Storage of motor vehicles in connection with an automobile dealership, subject to the following conditions: 1. If the use allowed by the C UP is not completed or utilized within one (1) year of the date of approval, the permit shall become null and void. 2. T he resolution approving the C UP shall be recorded with the property deed at the Dakota C ounty Recorder's Office prior to issuance of a building permit. 3. Such operations shall be conducted in conformance with the site plan dated April 20, 2022, on file at the City O ffices, subject to final review and approval by the City Engineer and Planner prior to issuance of the building permit. 4. T he operations shall be managed to ensure emergency vehicles are able to circulate around the building at all times. 5. Placement of vehicles for display, sales, and storage, shall be restricted to the display pad or paved area within the parking lot identified for such use, excluding those areas specifically identified for customer parking. At no time may a vehicle be placed within a public or private landscaped area or upon a public boulevard. 6. T he display pad shall be located on the property as depicted in Exhibit A , subject to the approval of the owner's request for vacation of Gardenia Ave and execution of a License Agreement with the C ity. T he display pad shall not be constructed and no vehicles shall be placed within the area designated as the display pad unless a License to Encroach is granted by the City and an agreement therefor is fully executed by the Owner and the C ity and is recorded against the Property. 2. Recommend approval of the Site P lan Rev iew/Building P ermit Authorization for the Apple Auto Lincoln Dealership development at 7125-151st Street West, subject to compliance with all City C odes and construction standards, and the following additional conditions: 1. T he Site Plan Review/Building Permit Authorization shall be valid for a period of one (1) year following City approval. 2. Approval of the Site Plan Review/Building Permit Authorization is subject to approval of the conditional use permit (C UP) for the outdoor sales and storage of motor vehicles. 3. T he Owner shall record a copy of this approved Resolution approving the Site Plan/Building Permit with the Dakota C ounty Recorder's Office and shall provide to the C ity verification of the recorded Resolution prior to issuance of a building permit. 4. No site work may begin until either the Natural Resources Management Permit (N RMP) or building permit has been obtained. 5. T he Owner shall submit a nursery bid list at the time of application of the building permit that confirms that the landscape plantings meet or exceed 2.5% of the value of construction of the building based on Means C onstruction Data. 6. T he owner shall submit a cross section drawing of the rooftop screening to confirm the parapet and proposed screening treatments adequately screen the appearance of all rooftop mechanical units. 7. T he display pad shall be located on the property as depicted in Exhibit A , subject to the approval of the owner's request for vacation of Gardenia Ave and execution of a License Agreement with the C ity. T he display pad shall not be constructed and no vehicles shall be placed within the area designated as the display pad unless a License to Encroach is granted by the City and an agreement therefor is fully executed by the Owner and the C ity and is recorded against the Property. 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 22,000 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 is 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 public hearing to consider the vacation was held by the C ity C ouncil at its March 24, 2022, meeting. Based on feedback received from the private utility companies, the petitioner revised its vacation request to only request vacation of the northern portion of Gardenia Ave as it abuts the subject site. T he right-of-way for 151st St. W. will remain intact, and will be terminated with a cul-de-sac. 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. Site Plan Review/Building Permit Authorization: T he site plan shows the new Lincoln dealership building on the site. A ccess to the site is available in two locations: the northwest side via shared parking lot with Ford, 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 discourage 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 50 parking spaces are required on the site; 123 parking spaces are shown on the site which will allow for customer, and employee parking, along with outdoor motor vehicle sales and storage. T he site plan layout is dependent upon City approval of the requested vacation of right-of- way of G ardenia Ave. T he C ity will need to make a determination whether or not the right- of-way continues to serve a public purpose. 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 Plan S et Memo 7125RequestedVacation(Revised) 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 153RD ST W 151ST ST W GALANTE LNGLAZIER AVE GALLIVANT PLGLEASON PATHGARDENIA AVEGALAXIE AVE150TH ST W 153RD ST W 151ST ST W GALLIVANT PL390 0 390195 Feet APPLE AUTO LINCOLNREDEVELOPMENT µLOCATION MAP ^ SITE 150TH ST W CEDAR AVEGALAXIE AVEGARRETT AVE152ND ST W 153RD ST W 151ST ST W FOU NDERS LN GLAZIER AVE GALANTE LNGLENDA DRGALLIVANT PLGLEASON PATHGARDENIA AVEGADWELL ST 153RD ST WCEDAR AVEGALAXIE AVE150TH 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 21 4 2 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 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\C0-COVER SHEET.dwg April 20, 2022 - 10:53amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000APPLE 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.04/20/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS SHOWNACLACLWDMVICINITY N.T.S. APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 EAST 146TH STREET BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 CONTACT: RUSSELL DAMLO ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: WILLIAM D. MATZEK, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER APPLE AUTO GROUP 7200 150TH STREET WEST APPLE VALLEY, MN 55124 TELEPHONE: (952) 542-6767 APPLE VALLEY LINCOLN SECTION 34, TOWNSHIP 115N, RANGE 20W FOR PRELIMINARY DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT DARWIN LINDAHL ARCHITECTS, P.A. 4124 QUEBEC AVE. N SUITE 106 MINNEAPOLIS, MN 55427 TELEPHONE: (763) 560-0448 CONTACT: DARWIN LINDAHL NORTH SITE 150TH STREET CEDAR AVE.FLAGSTAFF AVE.PRELIMINARY DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 DEMO PLAN C200 SITE PLAN C300 GRADING PLAN C400 UTILITY PLAN L100 LANDSCAPE PLAN LP 948.67 E LP 947.80 ST 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 101010DRAINAGE & 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 949.63 IE: 942.16 A A A B B B C CC C D D D D D D PROTECT EXISTING ELECTRIC PROTECT EXISTING TELECOM PROTECT EXISTING ELECTRIC PROTECT EXISTING GAS LINE PROTECT EXISTING WATER MAIN PROTECT EXISTING SANITARY SEWER LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING SANITARY SEWER D D D C A A CONTRACTOR SHALL WORK WITH FRANCHISE UTILITY COMPANIES ON RELOCATION OF EXISTING UTILTIES REMOVE STORM SEWER C C 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 April 20, 2022 - 10:54amBYREVISIONSNo.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.04/20/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS 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 LP LP LP LP LP LP LP LP LP SIGN LP LP LP LP LP SIGN LP LP PP LP LP LP LPLP LP LP LP LP LP LP LP LP LP PROPOSED DEALERSHIP BUILDING ±20,800 SF CONSTRUCT NEW CUL-DE-SAC VACATED PROPERTY LINE MONUMENT SIGN MATCH EXISTING CURB AND PAVEMENT SECTION MATCH EXISTING CURB AND PAVEMENT SECTION UNDERGROUND STORMWATER MANAGEMENT SYSTEM ADA RAMP ADA RAMP 8 17 23 11 3 15 16 37 24.5'25.1'24.0' 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 CONNECT TO EXISTING SIDEWALK SECTION R 2 5.0'R25.0' R5.5' R 10 .0' R 1 0.0'R 1 2 .0'MAX 2' RETAINING WALL PROPOSED PROPERTY LINE PROPOSED 10' D&U EASEMENT 44.0'R4 6 .0' R 46.0'R22.2'R10.5' E.V. CHARGING STATION 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.04/20/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS 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 April 20, 2022 - 10:54am©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 LP 947.80 LP LP LP SIGN 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 LP LPLP LP LP LP LP LP LP LP 946.40 LP 949.63 IE: 942.16 DDDPROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 VACATED PROPERTY LINE 151ST STREET 150TH STREET PRIVATE STREETGRADING 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 9509509509509499499491.37%1.31%1.39%3.55% 2.12% 2.55% 2.56%2.11%2.12%1.78% 1.72% 1.21 % 2.42%2.30% 2.34%1.31%11.72%9.02%2.72%15.70%9.78%2.01% 2.60% 2.63% 1.41 %1.68%1.91 %4.97%3.04%1.00%5.9 7 % ST-203 RE:950.88 IE:947.38 S ST-310 RE:950.88 IE:945.99 N IE:945.99 SW ST-308 RE:951.49 IE:944.49 NE IE:944.49 W ST-307 RE:951.10 IE:942.50 SE ST-300 RE:950.25 IE:946.71 W ST-202 RE:949.27 IE:945.77 W ST-303 RE:951.07 IE:946.80 E ST-200 MH RE:951.64 IE:942.50 N ST-201 CBMH 48" DIA. IE:944.04 E IE:944.04 S 115 LF - 15" RCP @ 1.21% 159 LF - 18" RCP @ 1.08% 142 LF - 18" RCP @ 1.08% 124 LF - 15" RCP @ 1.21% 102 LF - 18" RCP @ 1.21% 9 LF - 15" RCP @ 1.00% 95 0 951 949951952 9 5 1 9499519 5 2 9 5 2952951952952 951 950 951952952950 952951PROPOSED UNDERGROUND STORMWATER SYSTEM ADS STORMTECH MC-3500 CHAMBERS OR APPROVED EQUAL TOTAL VOLUME: ±19,257 CUBIC FEET STONE IE: 942.50 CHAMBER BOTTOM: 943.25 CHAMBER TOP: 947.00 STONE TOP: 948.00 HWL: 947.94 WQV PROVIDED: 5,768 CF GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) 167 LF - 15" RCP @ 0.18%2.98%2.67%2.67%D DGRADING LIMITS (TYP.) PROPOSED PROPERTY LINE 2.48% 1.12% 1.48%7.30%1.86%1.31% 63 LF - 18" RCP @ 1.21% ST-21 RE:947.80 IE:943.26 E IE:943.26 NW ST-308A RE:949.87 IE:945.60 W 65 LF - 15" RCP @ 0.18% ST-23 RE:948.18 IE:942.38 N IE:942.38 SW ST-24 RE:948.97 IE:942.33 NE IE:945.30 E IE:942.33 SW 29 LF - 15" RCP @ 0.18% 96 LF - 15" RCP @ 0.18% ST-25 CONNECT TO EXISTING STRUCTURE RE:949.63 IE:942.16 NE OCS-00 RE:950.84 IE:942.50 S 3.21%1.95%2.02%949.35 948.61 951.74 951.77 952.01 949.65 950.32 950.93 951.22 952.50 952.17 951.50 951.53 952.50 951.44 950.91 949.84 951.81 951.90 951.92 951.90 951.42 951.36 951.40 950.73949.88 951.17 950.20 950.87 949.74 ME:949.61 ME:949.86 ME:950.64ME:950.61 ME:951.68 ME:950.87 ME:948.85 T/G:951.89 T/G:948.92 T/G:949.05 952.50 952.50 952.50 952.50 952.50 952.50 952.50952.50 952.50 952.50 952.50 951.56 951.58 951.48 ME:949.82 949.62 TW:952.50 BW:950.50950.50 950.66 950.13 ME:949.31 950.12 951.29 948.30949.00 948.98 949.64 949.59 ME:949.57 ME:949.57 949.97 949.46 949.37 950.01 950.02 ME:950.11 ME:949.84 ME:948.47 ME:950.01 ME:950.61 949.65 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 April 20, 2022 - 10:54am©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.04/20/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS 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 947.80 LP LP LP SIGN 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 TNH 951.92 LP LP LPLP LP LP LP LP LP LP LP TNH 950.58 946.40 LP 949.63 IE: 942.16 8" GATE VALVE SPLIT 2" DOMESTIC AND 8" FIRE SERVICE 2" DOMESTIC SERVICE 8" FIRE SERVICE COMMUNICATION SERVICE GAS SERVICE ELECTRIC SERVICE TRANSFORMER PAD 6" GATE VALVE HYDRANT EXISTING 5' D&U EASEMENT EXISTING 10' D&U EASEMENT EXISTING 5' D&U EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE SS-102 BLDG SERVICE IE:945.50 W 20 LF - 6" PVC @ 2.00% SS-101 MH RE:952.03 IE:945.11 E IE:945.11 S 109 LF - 6" PVC@ 2.00%SS-100 CONNECT TO EXISTING MH IE:942.92 N 150TH STREET PROPOSED DEALERSHIP BUILDING ±20,800 SF FFE: 952.50 151ST STREETPRIVATE STREETCONNECT 8" SERVICE TO WATERMAIN W/ 8"x12" TEE 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 CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING FRANCHISE UTILITIES WITH RESPECTIVE COMPANIES 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\C6-UTILITY PLAN.dwg April 20, 2022 - 10:54amBYREVISIONSNo.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.04/20/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS 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 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A A B C D E F LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) 6-12" DIAM MOUNDED BOULDERS / RIP RAP (TYP.) 2-3' DIAM BOULDERS (TYP.) FD IP FD MAG NAIL FD IP 6 - DBH 24 - SDO 28 - PDS 11 - WLC 22 - SDO 16 - WLC 19 - BES 8 - DBH 6 - HCK 4 - WLC 4 - WLC 1 - HCK 1 - HCK 8 - KFG 35 - BES 8 - KFG 16 - BES 5 - BLC 8 - KFG 16 - BES 15 - WLC 1 - BOL 2 - PRC 6 - ABM 5 - BLC 5 - ANH 9 - BLC 5 - ANH 5 - BLC 3 - BOL 7 - PDS 8 - WLC 10 - KFG 27 - BES 14 - PWW 8 - WLC 9 - PDS 9 - WLC 14 - PDS 11 - KFG 20 - BES 12 - PWW 10 - PDS 8 - WLC 14 - PWW 18 - PDS 12 - KFG 39 - BES 19 - PDS 15 - KFG 14 - PDS 22 - PWW 13 - WLC 6 - PDS 3 - KFG 25 - KFG 8 - KFG 5 - WLC 3 - KFG 3 - KFG 2 - GOJ 1 - GOJ 2 - GOJ 2 - GLS 2 - GOJ 2 - GLS 4 - WLC 2 - GOJ 2 - GOJ 3 - KFG 2 - PRC PROPOSED DEALERSHIP BUILDING ±20,800 SF VACATED PROPERTY LINE 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 B C C C C C D D D D D D D D D PRIVATE STREETB D D D D D D PROPOSED UNDERGROUND STORM WATER SYSTEM A A A A A B B B B B B B B PROPOSED PROPERTY LINE PROPOSED EASEMENT CC F FF FE C E EFF F F D C ORNAMENTAL TREE CODE QTY BOTANICAL NAME PRC 4 MALUS IOENSIS `PRAIRIE ROSE` OVERSTORY TREE CODE QTY BOTANICAL NAME ABM 6 ACER X FREEMANII `AUTUMN BLAZE` BOL 4 TILIA AMERICANA `BOULEVARD` HCK 8 CELTIS OCCIDENTALIS CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME GOJ 11 JUNIPERUS VIRGINIANA `GREY OWL` DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME ANH 10 HYDRANGEA ARBORESCENS `ANNABELLE` BLC 24 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM DBH 14 DIERVILLA LONICERA GLS 4 RHUS AROMATICA `GRO-LOW` PERENNIALS CODE QTY BOTANICAL NAME BES 172 RUDBECKIA FULGIDA `GOLDSTURM` KFG 117 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` PDS 125 SPOROBOLUS HETEROLEPIS PWW 62 ECHINACEA X `POW WOW WILDBERRY` SDO 46 HEMEROCALLIS X `STELLA DE ORO` WLC 105 NEPETA X FAASSENII `WALKERS 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 April 20, 2022 - 10:55amBYREVISIONSNo.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, PLA04/20/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500204/20/2022AS SHOWNCFKCFKMGCTREE MITIGATION REQUIRED:51 CAL. IN. REMOVED X (0.1) REQUIRED TREES:6 TREES PROPOSED TREES:22 TREES REQUIRED MINIMUM COST:2.5% OF TOTAL BUILDING CONSTRUCTION COST LANDSCAPE SUMMARY NORTH PLANT KEY SEE L101 FOR LANDSCAPE SCHEDULE, NOTES, AND DETAILS 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. FT.5,350 SQ. FT.5,372 SQ. FT.5,563 SQ. FT.5,584 SQ. FT.CONCRETECONCRETECONCRETEEX. 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 EXISTINGBUILDINGEXISTINGBUILDING151ST STREETGARDENIA AVENUE 151st. STREETSTOPSTOP MHCBCBCBMHMHMHTransmissionTowerMHMHHyd.EMHHyd.Hyd.MHSignMHMHMHMHMHGARRETT AVENUE MHCBCBCB150th. STREET (Co. Rd. 42)TransmissionTowerSignNEW PYLON SIGNBLDG. SETBACKBLDG. SETBACKPARKING SETBACK20'-0" 50'-0" PARKING SETBACK 5'-0"BLDG. SETBACK 20'-0"26'-0"LINCOLN21,923 SQ. FT.221714361540'-0" 20'-0"11" = 50'-0"SITE PLAN ( OPTIONAL )NORTH 25'50'0100'98'-0"DIRECTIONAL SIGNTRASHENCLOSURE611UP 337A051TE.V.CHARGINGSTATIONS5A051E.V. CHARGINGSTATION15APPLE AUTO - LINCOLN SITE 7125 151ST. STREET WEST APPLE VALLEY, MINNESOTA 55124PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________4/20/20223/29/2022 3:15:47 PM Z:\Projects\AutoCAD\2020-11 Apple Auto_Lincoln Site\Apple Auto - Lincoln Site\Sheets\A050 Site Plan (optional).dwg SITE PLANPRINTED 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:763.560.0441A050 BAFGHA.1CDE35689101172.94.6117.89.5AA.1170'-11"22'-10"14'-9"13'-5"20'-0"2'-2"17'-11"20'-0"5'-10"14'-2"12'-0"3'-412"B.2194'-11"25'-1"76'-0"19'-10"16'-9"12'-9"16'-4"2'-11"20'-1"1'-6"166'-412"22'-612"35'-312"62'-0"30'-5"11'-912"194'-11" 1'-6"20'-1"51'-1"76'-0"25'-1"FGH1'-7"45'-9"7'-9"B1.86"21'-2"1223.53.86.18.210.3B.9B.11'-0"4'-0"2.1B.33'-1"7"NEW PRECAST WALLNEW INTERIOR WALLLEGENDW1NOTE: SEE SHEET A601 FOR DOORSCHEDULE & DOOR, WINDOW ANDFRAME TYPES.3/32" = 1'-0"MAIN LEVEL PLAN1NORTH 4'8'016'MAIN LEVEL FLOOR AREA = 21,923 S.F.SERVICE128RECEPTION 120LOUNGE 121CAFE 114CONCIERGE 101RUNWAYCAR WASH140EQUIPMENTSHIPPING /144RECEIVING 139CAR WASH 131MEN132WOMEN 108RESTRM.18A20117A20120A20119A201EWCFD 145METER RM 137VEND 142TECH. SERVICE 130HALLWD135JAN.SALES102ASSOCIATESDEALER107OFFICE 134HALLMEN133LOCKERSWOMEN136LOCKERS 141UTILITY100A100B 100VEST. 106HALL101103B107103A112111A111B147B147A132131124123128B128C138137C141140B142D145 144C 144A 143B 137B142A142B 142C139A 139C139B140A142E133 136 135 137A128D 129 128A144BFDFDFDFD102 143A 109 109CLOSET108UP 1A321 3A322 5A322 4A322 3A323 4A323 5A321 2A323 2A323 SIM.1A324 2A324 5A323 5A324 1A325 2A325 4A325 5A325 3A321 3A325 3A324 4A324 1A325 BLDG1A325 BLDG1A325 BLDG1A325 BLDG 146I.T. RMSERVICE129MANAGER 147N.V.D.SALES105PAVILIONSALES104PAVILIONSALES103MANAGERDELIVERY111SUITE 122CRAFTSMANBLACK LABEL112LOUNGE 138BREAKROOMPARTS143STORAGE 123CRAFTSMAN 124CRAFTSMANACCESSORIES/113SALES5A4012A4021465A502NEW DOOR & FRAMEWALL TYPE TAGWINDOW TYPE TAGKEY NOTEA#METAL FRAMING PARTITION SCHEDULEMARK LOCATIONSIZEGAUGEREMARKSAINTERIOR PARTITIONWITH SOUNDATTENUATION358"OR 6"25, OR16STUDS AT 1'-4" O.C. ; 58" GYPSUM BOARD ONEACH SIDE; 3 12" FIBERGLASS BATTINSULATION; EXTEND TO STRUCTUREABOVE. (* DENOTES 6" METAL STUD)BINTERIOR PARTITIONWITHOUT SOUNDATTENUATION358"OR 6"25, OR16STUDS AT 1'-4" O.C. ; 58" GYPSUM BOARD ONEACH SIDE; EXTEND TO STRUCTUREABOVE. (* DENOTES 6" STUD)CINTERIOR FURRING158"25FURRING @ 1'-4" O.C.; 58" GYPSUM BOARD;EXTEND 6" ABOVE FINISH CEILINGDTYPICAL PLUMBINGPARTITIONWITH SOUNDATTENUATION8"22STUDS AT 1'-4" O.C. ; 58" GYPSUM BOARD ONBOTH SIDES; 6" FIBERGLASS BATTINSULATION; EXTEND TO STRUCTUREABOVE.EINTERIOR PARTITIONWITH SOUNDATTENUATION3 5/8"OR 6"22 OR16STUDS AT 1'-4" O.C. ; 58" GYPSUM BOARD ONONE SIDE; 6" FIBERGLASS BATT INSULATION;EXTEND TO STRUCTURE ABOVE. (*DENOTES 6" METAL STUD)FINTERIOR PARTITIONWITHOUT SOUNDATTENUATION3 5/8"OR 6"22 OR16STUDS AT 1'-4" O.C. ; 58" GYPSUM BOARD ONONE SIDE; EXTEND TO STRUCTURE ABOVE(* DENOTES 6" METAL STUD)GPLUMBING CAVITYWALLWITH SOUNDATTENUATION3 5/8"22DOUBLE STUD WALL WITH 8" CAVITY. STUDSAT 1'-4" O.C.; 58" GYPSUM BOARD ON ONESIDE OF EACH WALL; FILL VOIDS BETWEENSTUDS W./ BATT INSUL. EXTEND TOSTRUCTURE ABOVE.H1 HR FIRE RATEDPARTITION WITHOUTSOUNDATTENUATION3 5/8"22STUDS AT 1'-4" O.C. ; ONE LAYER OF 58"FIRECODE CORE GYPSUM BOARD ON EACHSIDE; EXTEND TO STRUCTURE ABOVE. (ULU419) (USG-860808 OR EQUAL)NOTE:UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM FACE OF MASONRY, P.C. WALLPANEL, AND INTERIOR PARTITIONS.1234567891011121314PLAN KEY NOTESWATER FALL ELEMENTIN-FLOOR VEHICLE EXHAUST CAPTURE PORT - SEE MECHANICALELECTRIC WATER COOLER W/ BOTTLE FILL STATION - SEEPLUMBINGLOOP DETECTOR - SEE ELECTRICALCONCRETE STOOP - SEE STRUCT. DWGS.CONCRETE APRON - SEE STRUCTURALUNDER FLOOR DUCT FROM IN-FLR EXHAUST CAPTURE TO ROOFWASHER & DRYER - BY OWNERGALVANIZED CHAIN LINK PARTITION, AND/OR GATEEMERGENCY EYE WASH STATION - SEE PLUMBINGIN-GROUND LIFT - BY OTHERS - TYP.DEALER BRAND WALLWATER HEATER - SEE PLUMBINGEXPOSED STL. COLUMN - PAINT PER SCHED. - TYP.VENDING MACHINES - BY OWNERNOT USEDINFLAMMABLE WAIST TRAP - SEE PLUMBINGNOT USEDCAR WASH EQUIPMENT - BY OTHERSTRENCH OR AREA DRAIN - SEE PLUMBINGBRONZE OVERFLOW DOWNSPOUT - SEE PLUMBINGNOT USEDNOT USEDPARTS WASHER - BY OTHERSTIRE BALANCER - BY OTHERSTIRE CHANGER - BY OTHERSTOOL BOX & WORK BENCH - BY OTHERSSNOW MELT EQUIPMENT - COORDINATE SIZE AND LOCATIONW/ MECHANICALGAS METER6"Ø STL PIPE BOLLARD - SEE X/A501BRAKE LATHE - BY OWNERSHIPS LADDER W/ ROOF HATCH. COORDINATE W/ ROOF JOISTPLACEMENTCW1CW6CW7CW4CW2CW3CW1CW8CW8W1W1W1CW5CW47A401W1W15A40315A4031A40213A403ABABBBBBBBBBBB22'-10"3'-4"4'-8"12'-0"2'-8"4'-0"8"23'-5"3'-7"5"13'-4"4'-8"3'-4"3'-0"3'-4"1'-8"8'-0"6'-5"526432110987111222222222222720151617181920212223242526272829301272727271011111111111111111111272727273131A934'-0"10'-0"11'-712"14'-0"4'-0"3'-4"20195464'-8"6'-4"546630303030630305656654545456530306623'-2"2'-0"4'-0"10'-0"15'-8"3'-4"10'-0"14'-0"4'-0"3'-4"12'-4"4'-0"2'-0"4'-0"712"3'-4"3'-1"12'-0"3'-6"1'-0"11'-11"15'-5"11'-9"2'-6"1'-4"1'-10"3'-11"2'-8"1'-11"107'-8"15'-6"13'-1"3'-4"3'-9"12'-0"2'-8"1'-0"2'-0"5'-4"14141414141414191913'-3"18'-8"5"16'-8"5" 5"5"6'-0"20'-4"7'-8"21'-9"5"5"2"7'-5"32'-4"8"6'-8"31'-4"3'-4"16'-2"13'-8"1'-3"3'-4"5"4'-0"1'-6" 612" 4'-1112"5"9'-3"9'-6"9'-6"5"4'-6" 5" 4'-7"5'-4"19'-10"2"5"5"2'-6" 5"5"19'-9"7'-11"6'-512"5"13'-8"4'-0"3'-4"2"1232322A3512'-6" 1'-0"1'-11"241725268131321212815A5023'-0"B154'-0"8"FD1'-0"W2W2W2W24'-0"4'-0"4'-0"2'-0"4'-0"4'-0"4'-0"9'-6"HIGHHIGHHIGHHIGHW2HIGH4'-0"4'-0"4'-0"8'-012"W2HIGHW2HIGHW2HIGH54'-7"4'-0"4'-0"4'-0" APPLE AUTO - LINCOLN SITE 7125 151ST. STREET WEST APPLE VALLEY, MINNESOTA 55124PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________12/8/2021 3:17:58 PM Z:\Projects\AutoCAD\2020-11 Apple Auto_Lincoln Site\Apple Auto - Lincoln Site\Sheets\A111 Main Level Plan.dwg MAIN LEVELPLANPRINTED FOR:____________________________Darwin 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:763.560.0441A1119/24/2021REVIEW 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"4592997645136616191967217213A322 3A323 4A325 5A323 1A324 2A324 22T.O. RUNWAY ROOFEL.: 114'-8"21AA.1CDEFGHB.2B8661419191919T.O. PARAPETEL.: 115'-4"451/8" = 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"1516146191A325 4A325 5A325 3A321 2172172118HGFAB426T.O. PANELEL.: 115'-4"4519191919191/8" = 1'-0"SOUTH EXTERIOR ELEVATIONMAIN LEVELEL.: 100'-0"T.O. OPENINGEL.: 110'-0"T.O. OPENINGEL.: 107'-2"EL.: 97'-8"2071515661141416156212A323 4A324 2A325 196217213A324 5A324 AT GRID GAT GRID H29.5117.84.62.94576201/8" = 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 HANDRAIL26.POURED CONCRETE RETAINING WALL - SEE CIVIL#T.O. BEZEL FR.EL.: 108'-0"EL.: 97'-8"T.O. OPENINGEL.: 112'-0"66645645429991722221714208171A321 4A322 5A322 5A321 2A323 KEY 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 PALLETTE199A504 1018444XA50X 7FACE BRICK VENEERMASONRY UNITCREAMDELVIN BRICK & BLOCK LIMITEDMATERIAL:COLOR:MANUFACTURER:4ALUMINUM COMPOSITE PANEL MWP-2FORD LINCOLN WHITE RVW 9 2015 4mmPER ELEVATIONSALPOLICMATERIAL:COLOR:SIZE:MANUFACTURER:5MATERIAL: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:ALUMINUM COMPOSITE PANEL MWP-2LINCOLN BROWN P/N LIN 4mmPER ELEVATIONSALPOLICAPPLE 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 X1 @ 23'X1 @ 23'X1 @ 23'X1 @ 23'X3 @ 23'X3 @ 23'X3 @ 23'X1 @ 23'X1 @ 23'X1 @ 23'X1 @ 23'X1 @ 23'X3 @ 23'X3 @ 23'X3 @ 23'X3 @ 23'X1 @ 23'X4 @ 14'X4 @ 14'X4 @ 14'X4 @ 14'X4 @ 14'L6 @ 12'L6 @ 12'32.7 32.70.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.40.60.81.01.31.92.83.74.34.43.72.30.60.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.30.50.70.91.21.52.23.34.66.26.65.73.60.90.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.40.50.71.01.31.82.63.85.68.19.88.95.61.20.30.10.10.10.10.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.20.20.30.40.60.81.11.52.03.04.56.99.713.213.88.71.00.40.10.10.10.20.20.30.30.30.20.20.20.20.20.20.20.20.20.20.20.20.30.40.50.81.01.21.72.33.45.38.412.516.521.412.11.40.50.10.10.10.20.20.30.60.50.40.40.60.80.60.30.30.71.10.90.71.21.71.91.91.91.21.21.91.81.81.92.32.84.26.19.815.519.622.712.11.90.50.10.20.40.71.22.03.45.48.19.78.78.911.415.115.713.412.112.316.118.216.614.113.916.619.718.614.010.89.610.39.58.07.48.311.818.022.121.611.82.50.50.10.60.91.42.23.65.99.114.320.818.619.423.129.830.427.723.724.530.031.631.725.524.527.031.229.723.019.318.120.716.412.310.610.713.418.923.423.713.32.90.70.20.81.21.82.84.57.010.013.516.118.120.022.424.825.925.124.725.326.227.026.425.525.325.324.823.721.819.317.516.615.413.011.812.014.218.522.829.116.53.10.80.30.91.31.93.04.66.78.410.213.416.218.419.318.818.720.722.122.221.219.720.421.822.020.418.618.018.218.116.514.212.011.411.612.214.116.620.523.114.73.50.90.40.91.31.82.74.05.26.47.99.610.911.812.112.212.713.314.014.113.613.513.513.613.412.912.412.011.711.511.110.49.59.29.911.413.415.517.917.311.73.71.00.40.91.11.52.13.34.35.26.16.66.86.86.97.27.57.77.97.97.97.97.97.67.37.27.27.06.86.76.86.86.97.48.510.412.714.615.714.49.84.00.80.40.70.81.01.52.94.25.05.24.84.54.14.04.14.24.24.24.14.34.34.24.03.83.93.93.93.93.94.14.55.16.07.59.712.013.213.913.09.13.90.80.40.40.50.61.13.14.85.55.14.13.42.82.52.32.22.22.02.02.12.12.12.02.02.02.02.12.22.42.73.24.05.37.09.311.312.113.312.88.84.00.70.30.30.30.40.53.96.56.85.44.23.12.31.81.41.21.11.11.11.01.11.11.11.11.11.11.31.41.62.02.53.44.86.79.010.911.612.713.08.54.10.60.30.20.20.20.44.79.78.46.85.03.52.62.01.61.51.51.41.41.41.41.21.00.90.80.80.91.11.31.72.23.24.66.69.010.911.512.712.98.54.00.50.20.10.20.20.44.610.99.68.75.94.12.92.32.01.82.22.52.42.31.71.31.00.81.52.13.04.56.58.911.012.013.112.58.84.00.60.20.10.10.10.54.010.010.510.46.74.73.42.82.31.92.84.04.23.11.91.20.90.71.52.13.04.46.38.811.313.013.812.88.83.60.50.20.10.10.10.34.611.612.211.27.35.34.23.92.91.82.94.75.03.31.71.00.70.51.52.13.04.46.38.711.614.115.614.59.83.80.50.10.10.10.10.25.816.014.711.48.05.74.95.41.93.03.84.56.39.012.215.018.118.111.63.10.70.10.10.10.25.717.615.812.08.45.95.05.93.48.57.34.66.39.413.216.920.924.714.73.20.70.20.10.10.35.714.114.613.38.76.14.84.67.84.56.39.514.019.523.226.914.93.00.60.20.10.10.34.113.014.213.99.16.13.74.16.19.314.621.524.324.113.63.00.60.10.10.10.25.915.015.213.29.26.12.63.75.89.114.822.625.525.114.22.90.50.10.10.10.16.118.416.412.89.26.02.23.55.69.114.622.126.930.617.32.20.70.10.10.10.25.916.515.713.29.15.72.13.35.59.214.620.727.919.21.80.60.10.10.10.24.813.314.314.09.25.51.93.25.49.014.721.527.317.91.50.60.20.10.10.10.24.913.414.514.09.25.71.82.95.18.814.822.726.426.214.31.80.50.20.10.10.10.35.516.915.913.310.28.78.06.13.62.73.45.15.95.34.85.31.82.84.88.514.723.025.924.613.31.80.40.20.10.10.20.35.517.516.112.69.97.86.55.33.73.03.44.24.64.85.26.41.72.74.78.113.921.726.026.615.31.40.40.10.10.20.20.35.213.113.712.69.16.54.84.03.43.03.13.03.24.04.65.21.72.74.67.913.219.726.031.718.50.80.40.10.20.30.40.63.310.611.612.08.25.43.83.02.82.72.52.32.63.33.73.62.21.51.31.21.21.82.74.47.612.618.725.431.117.90.80.30.10.30.40.50.74.710.810.610.27.45.13.83.12.72.72.72.83.13.53.63.52.92.42.22.12.01.61.72.02.74.37.112.119.123.625.914.21.30.30.10.30.40.60.84.811.410.18.87.35.95.14.74.54.64.74.95.25.55.45.24.74.24.03.73.42.92.52.22.22.22.84.16.711.618.721.220.911.11.20.30.10.30.40.60.84.58.49.07.87.27.07.17.47.67.67.68.08.79.08.68.07.57.37.16.45.54.33.53.02.72.52.73.96.210.716.618.919.29.60.90.30.10.30.40.61.03.56.17.58.07.78.19.310.411.111.110.611.512.312.512.111.010.511.010.59.37.55.84.83.93.02.52.63.65.69.213.816.621.410.90.70.20.10.20.30.50.92.64.45.97.18.110.110.09.810.813.114.914.112.311.812.714.714.511.910.09.29.17.85.43.92.82.32.33.14.87.410.413.816.19.50.60.10.10.10.20.30.61.72.94.25.36.78.89.08.09.012.012.912.910.29.511.313.513.311.28.27.59.47.04.73.12.21.81.92.53.85.78.110.510.36.50.50.10.10.10.10.10.30.91.62.12.62.92.72.31.71.92.62.62.72.31.72.62.92.92.61.41.82.02.01.91.41.11.01.31.93.04.56.67.56.64.10.70.10.10.40.71.01.01.00.80.60.50.30.20.20.10.10.20.10.10.20.10.20.20.20.20.30.40.40.50.91.52.53.64.85.04.22.50.50.10.10.20.50.60.70.70.60.50.30.20.20.10.10.10.10.10.10.10.10.10.10.20.20.20.30.30.40.71.32.02.83.23.32.71.60.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0PRELIMINARYNOT FORCONSTRUCTION3411 KILMER LANE NORTHPLYMOUTH, MN. 55441(763)542-9163info@lindelleng.comLINDELL ENGINEERING, INC.MECHANICAL - ELECTRICAL CONSULTANTS1 2 3 4 5 6 7 8 910 11 12 13 14ABCDEFGHIJK1 2 3 4 5 6 7 8 910 11 12 13 14I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTASHEET NO.DATE------------------------------------------------------------DATE------------------ REG. NO.--------------REVISIONSCOMM NOTYPED OR PRINTED NAME: Richard A. Lindell P.E.15 1615 16CONSTRUCTIONPLOTTED:PRELIMINARYNOTFORPLOTTED:4/22/2022 10:53:45 AM2121222-APR-202222-APR-2022APPLE AUTO -LINCOLN SITE7125 151ST STREET WESTAPPLE VALLEY, MINNESOTA 55124E1017820SITE LIGHTING PHOTOMETRICSDescription Date1" = 20'-0"E1011ELECTRICAL SITE PHOTOMETRICS0'20'10'40'PROJECT NORTH City of MEMO Building Inspections TO: Kathy Bodmer, Planning FROM: George Dorn, Building Official DATE: April 20, 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 on plans issued for permit. 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.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building 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: April 29, 2022 SUBJECT: Apple Valley Lincoln Plan Review per plan submitted 04-20-22 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. The entire width of 151st Street W bituminous should be removed and replaced from the eastern property line to the intersection with Gardenia (private street). Site Plan 13. Show locations of hydrants, manholes, valves and catch basins on the site plan. 14. The proposed sidewalk on 150th Street shall match the existing concrete section. 15. Provide dimensions for the right of way, including radi. 16. Provide dimensions for all proposed curb radii (15 ’ minimum in ROW) 17. Show ADA ramps at the entrance to the Private Street. 18. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. Storm Sewer, Grading. Drainage, and Erosion Control 19. Include a storm water pollution prevention plan in the plan set. 20. Final Grading Plans shall be reviewed and approved by City Engineer. 21. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 22. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 23. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 24. City Ordinance 152.55(B): Maintenance agreement for the proposed storm water management areas will be required and must be recorded. 25. Provide updated overall site composite Curve Number (CN) on the plans. 26. Storm within the vacated area should be considered privately maintained and owned. Sanitary Sewer and Water main 27. 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. 28. Provide a hydrant coverage map. 29. All existing sewer and water services not being used shall be removed and sealed at the main. 30. The new services (water and sewer) should be connected to the city mains to the south per city detail. additional verification of existing service line is required prior to building permit authorization. 31. Show the location of all of the existing sanitary sewer and water services. Landscape Plan 32. No major tree plantings shall be located in the boulevard along 151st St. 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 :May 4, 2022 S E C T I O N:Other Business Description: Floor and Decor S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: CenterP oint I ntegrated Solution, L L C and A P A pple Valley L imited P artnership P roject Number: P C22-08-B Z Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: No official action is needed. T he owner wishes to receive feedback concerning the proposed project. It is recommended that the Planning C ommission not state specifically whether or not they would approve or deny the request, but rather, identify the specific zoning questions or issues they might have with the proposed project. S UM M ARY: For your review and comment is a sketch plan request to demolish the existing 72,916-sq. ft. multi-screen movie theater and construct an 80,000-sq. ft. building materials sales store. T he site is located at 15630 C edar Avenue. T he site is located adjacent to the Apple Valley Transit Station, Red Robin restaurant and Holiday gas and convenience store operation to the north; the former Apple Valley Transit Station and Cortland Square senior apartments to the east; Fairview C edar Ridge Clinic to the south; and C edar Avenue to the west. Access to the site will be off Gaslight Drive, a local street that connects with 155th Street West to the north and 157th Street West to the south. Both 155th and 157th Street are collector streets that are designed to distribute and channel trips between local streets and arterials. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "C " (Commercial) on the 2040 Comprehensive Plan Land Use Map. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. T he City uses the zoning ordinance to regulate the intensity and characteristics of development. Lower-intensity districts include "LB" (Limited Business) and "N C C" (Neighborhood Convenience C enter). Higher-intensity districts include "G B" (General Business) and "RB" (Retail Business). Each zoning district establishes land use and performance standards such as parking, building setbacks, storm water infiltration, access and lot coverage set the parameters for development. Zoning: T he property is currently zoned "P D-507/Zone 1 (Planned Development). T he purpose of this planned development designation is to provide for an integrated mix of certain types of neighborhood convenience retail, office, medical, restaurant, commercial recreation, transit related and institutional uses. Permitted uses in Zone 1 include convenience stores, offices, daycare centers, a variety of retail uses, Class I and II restaurants, movie theaters, bowling alleys, athletic clubs, and other similar recreational uses, and on-sale liquor in conjunction with a restaurant. Conditional uses include motor fuel sales and car wash operations as part of a convenience store, and hours of operation for uses adjacent to residential uses between the hours of 1:00 a.m. and 6:00 a.m. T he planned development ordinance also requires that all deliveries and loading done in conjunction with a use shall be done during normal hours of operation. T he proposed retail operation is not listed as a permitted or conditional use. T herefore, the planned development ordinance will need to be amended to allow for the proposed operation. Also, the proposed development plan indicates that the building will cover 28.5% of the site, which is 8.5% more than what is currently allowed in Zone 1 of the planned development. T he applicant will be requesting an amendment to the ordinance to allow for a building coverage increase from 20% to 30%. Site P lan: T he subject property is the current location of 72,916-sq. ft. multi-screen movie theater complex and 273 surface parking spaces. T he applicant is proposing to tear down the theater and remove all but the most northerly parking lot. T he current building is oriented so that the front of the building is facing north. T he proposed building will be oriented so the main entrance will face east, which will be directly across from the C ortland Square senior apartments. T here are several existing easements on the property. T hey include the typical drainage and drainage easements along the perimeter of the property as well other drainage and utility easements, sidewalk, sidewalk and trail, trail and utility, access restriction, sign and sight line easements. Any impact to the existing easements because of redevelopment of this property will need to be addressed. T he C ity Engineer has indicated that existing drainage and utility easements will need to be vacated for relocation of storm sewer on the site. T he plan also shows the addition of 71 parking spaces along the east side of the property, which will also be directly across the street from the C ortland Square apartments. T he planned development ordinance requires that parking areas shall be screened from views of adjacent streets and residential areas through a combination of planting and berming. Direct vehicle access to the site will be from Gaslight Drive via an existing drive aisle located between the new parking north of the proposed building and existing parking area located just south of 155th Street West, and a new driveway that will be installed located in the southeast corner of the site. T his south driveway will serve as direct access to the parking spaces in front of the store. Delivery vehicles will likely enter the site from the existing driveway and access the receiving docks by driving along the west and south side of the building and then exit on to Gaslight from the new driveway in the southeast corner. No direct access from C edar Avenue and 155th Street West will be permitted. T he C ity Engineer has reviewed the submitted plans and has stated that the proposed new driveway access to Gaslight Drive should not be allowed due to following: Interference with left turn lane from Gaslight Drive to 157th Street West; and Gaslight Drive is designed as a three lane roadway with shared turn lane – this shared turn lane shall be utilized for primary access to the site. T he existing driveway in front of the theater should remain as well as the pedestrian crossing at that location. Traffic circulation patterns and ingress and egress to the site shall be designed so as to minimize the impact on adjacent residential uses directly to the east. A traffic report shall be prepared that shows existing traffic compared to proposed traffic along with updated trips and distribution and impacts to public roadways. Bicycle racks shall be provided. Motorcycle parking shall be provided near the building entrance, but shall not encroach into the walkways. A recycling enclosure is located in the southwest corner of the site. No other trash enclosure is shown on the property, however, it appears that there is a trash compactor located in the truck well. Grading P lan: Grading will be done to prepare the site for development. T his will include the excavation of area directly north of the building for the purpose of installing a large underground storm water management system. Site grading shall occur in conformance with a final grading plan to be submitted for review and approval prior to issuance of any City permits for the proposed development. Elev ation Drawings: T he building will be constructed with concrete panels having an exposed painted brick finish. C ommercial buildings shall have a vertical exposed exterior finish of 100% non-combustible, non-degradable and maintenance-free construction materials (such as face brick or natural stone but excluding such construction materials as sheet or corrugated aluminum, iron, or concrete block of any kind or similar). Exterior roof-top finishes shall preclude the use of exposed or plated metal; any metal surface shall be coated or anodized with a non-reflective, glare-free finish. All exterior finishes shall be integrally colored, no painted finish shall be allowed. All exterior vertical surfaces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a front and have an equally attractive or same fascia. T he proposed elevations lack any substantial details that is desired in our community. Because of its size and location, this will be a prominent commercial building on the C ity's southern edge. It should set the tone for our community through thoughtful design. T he applicant shall consider additional architectural elements such as the use of additional finishes and textures, pilasters, columns, and banding. T hese additional treatments will help in meeting the requirement of treating all the building elevations as a front. Landscape P lan: T he landscape shows a variety of plantings for the proposed development. As stated previously, per the planned development ordinance, parking areas shall be screened from views of adjacent streets and residential areas through a combination of planting and berming. If possible, the applicant may want to consider adding foundation plantings. T he applicant will need to meet landscape requirements within the C ity’s zoning ordinance, which requires that commercial developments install landscaping (live plant material excluding sod) that will have a minimum cost of 2.5% of the estimated building construction cost based on Means C onstruction Data. T he applicant will need to submit a detailed planting list for C ity staff review and approval prior to issuance of a building permit. Landscaped islands shall be provided in parking lots containing more than 25 parking stalls. Total area of islands shall be at least 5% of the parking lot area, except that no island shall be less than the size of a standard parking stall. Islands shall be surrounded by a concrete curb and provided with a weed retardant mesh or plastic sheeting. Islands shall be planted with a minimum 2½-inch diameter tree at the rate of one tree per 150 square feet of island area. Av ailability of Municipal Utilities: Sanitary sewer and watermain line to serve the building are currently available on site. C onnections will be made from the existing lines to the proposed building. As mentioned earlier, an underground storm water management system will installed in the parking adjacent to the north side of the building. To ensure the proper construction and ongoing maintenance of this system, the C ity will require the execution of a construction and maintenance agreement between the C ity and the property owner. Utility construction shall occur in conformance with a final utility plan to be submitted for review and approval prior to issuance of any City permits. P edestrian Access: T he site plan shows a sidewalk connection from the C edar Avenue bituminous pathway to a five-foot wide sidewalk along the north side of the building. T hat sidewalk shall have a minimum width of six feet. A second connection shall be made from the site to the Gaslight Drive sidewalk. Lighting P lan: In commercial and industrial areas, any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one foot candle as measured at the property line. Also, any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or from the public streets. T he applicant shall submit a lighting plan that shows that the development will be in compliance with the C ity's lighting requirements. T he hours of illumination of any signage directly adjacent to a residential area shall be restricted. Signs: T he submitted plans show building signage locations on their building elevations. No signage details have been included with their submission. Approval of the site plan/building permit authorization will not constitute sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. Signage and identity structures shall be incorporated into a landscape design and shown on landscape or site plans. All signage shall be in conformance with C hapter 154 of the C ity Code and any special performance standards set forth the planned development ordinance. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Comp Plan Map Z oning Map Plan S et 155TH STREET WESTC.S.A.H. NO. 23 (CEDAR AVE.)OWNER: AP APPLE VALLEY, LTD. PARTNERSHIP(MOVIE THEATER)(GAS STATION)OWNER: B & S LAND DEV., LLC(PUBLIC STREET)(PUBLIC STREET) (PUBLIC STREET)(EAST-WEST ACCESS DRIVEACCESSOWNER: MAIORELLO HOLDINGS, INC.(RED ROBIN)OWNER:FAIRVIEW HOSPITAL HEALTH CARE SERVICES(MEDICAL CLINIC)(TRANSIT STATION) OWNER: APPLE VALLEY ECONOMIC AUTHORITY (APAR T M E N T S) OWN E R: D A K O T A C O U N T Y C D A ACCESSGASLIGHT DRIVE 13A A A A A A A A A A A A A A A A AA 14 14 14 A A1616 16 16 16 A A 17 17 17 17 17 17 17 17 20 20 20 20 20 20 A A A A A 2222 22 22 18 18 A A PID#01-16253-01-020 BENCHMARKS: ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC WEBSITE. SURVEY DISK DAKOTA RESET WITH AN ELEVATION OF 952.47 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88) CONTACT: KIMLEY HORN ATTN: ALAN CATCHPOOL 767 Eustis Street, Suite 100 St. Paul, MN 55114 Phone: 612.414.5011 Email: alan.catchpool @kimley-horn.com VICINITY MAP LEGEND:UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 220680279. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT MARKED UP. KH22015 SURVKH015 CERTIFICATE OF SURVEY COUNTY/CITY: REVISIONS: PROJECT LOCATION: LAND SURVEYING, INC. CORNERSTONE Suite #200 1970 Northwestern Ave Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net DATE REVISION PROJECT NO. FILE NAME 15630 CALL BEFORE YOU DIG! TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002 Gopher State One Call THERE ARE 265 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING 8 HANDICAP STALL. THERE ARE MANY ADDITIONAL PARKING SPACES WHICH ARE UNMARKED DUE TO STRIPE PAINT BEING WORN OFF. EXISTING PARKING: THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27037C0202E HAVING AN EFFECTIVE DATE OF 12/02/2011. FLOOD INFORMATION: LEGAL DESCRIPTION: CEDAR AVE. EASEMENT NOTES: CERTIFICATION: ZONING REPORT NOT PROVIDED ZONING AND SETBACKS: AREA: TOTAL AREA = 280,925 SQ. FT. / 6.45 ACRES To: AP Apple Valley Limited Partnership, a Texas limited partnership, and First American Title Insurance Company National Commercial Services as agent for First American Title Insurance Company and their successors and assigns: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 7(c) 8, 9, 11(b), 14, 16, 17, 18, 19, and 21 of Table A thereof. The field work was completed on March 31, 2022. CORNERSTONE LAND SURVEYING, INC. Dated: 04-05-2022 Revised: By :____________________________ Daniel L. Thurmes Minnesota License No. 25718 CITY OF APPLE VALLEY DAKOTA COUNTY The following Legal Description is as shown on First American Title Insurance Company National Commercial Services as agent for First American Title Insurance Company Title Commitment No. NCS-1109451-CHAR, dated January 18, 2022. Lot 2, Block 1, Carroll Center Fourth Addition, Dakota County, Minnesota. Abstract Property The following exceptions appear on the First American Title Insurance Company National Commercial Services as agent for First American Title Insurance Company Title Commitment No. NCS-1109451-CHAR, dated January 18, 2022: 9.Easement Agreement per Doc. No. 594459, also as contained in Dakota County Road of Way Map No. 64 per Doc. No. 880332 does not affect the subject property. (Right of way is entirely contained within the existing right of way of C.S.A.H. No. 23 (Cedar Avenue). 10.Roadways and Streets Easement per Doc. No. 711806 does not affect the subject property. 11.Highway Easement per Doc. No. 914787 does not affect the subject parcel as it lies entirely within the existing right of way of C.S.A.H. No. 23. 12.Final Certificate per Doc. No. 1199564 does not affect the subject parcel. 13.Drainage and utility easements as shown on the recorded plat of Carroll Center Second Addition per Doc. No. 1216391. (AS SHOWN ON SURVEY). 14.Sidewalk Easement per Doc. No. 1216394. (AS SHOWN ON SURVEY). 04-05-2022 INITIAL ISSUE 15630 CEDAR AVENUE APPLE VALLEY, MINNESOTA 0 NORTH 40 80 NOT TO SCALE NORTH SITE 15.Ingress, Egress and Driveway Easement per Doc. No. 1216395 does not affect the subject property. 16.Sidewalk and Trail Easement per Doc. No. 1475680. (AS SHOWN ON SURVEY) 17.Sight Line Easement per Doc. No. 1475681. (AS SHOWN ON SURVEY) 18.Signage and Access Easement per Doc. No. 1475682. Partially released by by Doc. No. 3084116. (AS SHOWN ON SURVEY - the access portion of this easement appears to have errors, but is covered by other reciprocal access easements). 19.Terms and conditions of and easements as contained in Reciprocal Cross Parking Easement per Doc. No. 1475683. (NOT SHOWN ON SURVEY, EASEMENT COVERS ENTIRE PROPERTY). 20.Terms and conditions of Declaration of Easements and Covenants per Doc. No. 1688503. Not specifically shown - no legal descriptions are given. Current physical location of the East - West access drive over Lot 2 is shown per field location. UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS SANITARY SEWER STORM SEWER WATERMAIN FENCE CURB [TYPICAL] CONTOURS FOUND MONUMENT SET 1/2" IRON PIPE MARKED RLS NO. 25718 CABLE TV PEDESTAL AIR CONDITIONER ELECTRIC MANHOLE ELECTRIC METER ELECTRIC PEDESTAL ELECTRIC TRANSFORMER LIGHT POLE POWER POLE GAS MANHOLE GAS METER TELEPHONE MANHOLE TELEPHONE PEDESTAL SANITARY CLEANOUT SANITARY MANHOLE CATCH BASIN FLARED END SECTION STORM MANHOLE FIRE DEPT. CONNECTION HYDRANT CURB STOP WATER MANHOLE WATER METER POST INDICATOR VALVE WATER VALVE BOLLARD FLAG POLE MAIL BOX TRAFFIC SIGN UNKNOWN MANHOLE SOIL BORING SPOT ELEVATION TRAFFIC SIGNAL CONIFEROUS TREE DECIDUOUS TREE First American Title Insurance Company National Commercial Services as agent for First American Title Insurance Company Title Commitment No. NCS-1109451-CHAR, dated January 18, 2022.as listed on this survey was relied upon for matters of record. Other easements may exist that were not shown in this commitment and are not shown on this survey. 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE DAKOTA COUNTY SURVEYORS OFFICE. BEARINGS ARE DIFFERENT THAN SHOWN ON THE RECORDED PLAT. ALL INTERIOR ANGLES MATCH THE RECORDED PLAT ANGLES 2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF APPLE VALLEY PUBLIC WORKS DEPARTMENT. 3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4. SURVEY WAS CONDUCTED IN WINTER SNOW AND ICE CONDITIONS. ADDITIONAL IMPROVEMENTS WHICH ARE NOT SHOWN AND OF WHICH WE UNAWARE MAY EXIST. SURVEY NOTES: 13 14 18 20 17 16 8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK ARE SHOWN ON THE SURVEY. 16. THERE IS NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK OR BUILDING CONSTRUCTION ON THE SUBJECT PROPERTY. 17.WE ARE UNAWARE OF ANY RIGHT OF WAY CHANGES. 18. ALL APPURTENANT EASEMENTS LISTED IN TITLEWORK ARE SHOWN HEREIN. TABLE A NOTES: 21.Not survey related. 22.Dakota County Road Right of Way Map No. 324, per Doc. No. 2725922. As affected by Land Surveyor’s Certificate of Correction to Map per Doc. No. 3212135. Easements as contained in Final Certificate per Doc. No. 3281486 (AS SHOWN GRAPHICALLY). 23-26. Not survey related. A NOT SHOWN IN TITLE COMMITMENT. DRAINAGE AND UTILITY EASEMENTS/RESTRICTED ACCESS PER PLAT OF CARROLL CENTER 4TH ADDITION 22 A 155TH STREET WESTC.S.A.H. NO. 23 (CEDAR AVE.)OWNER: AP APPLE VALLEY, LTD. PARTNERSHIP(MOVIE THEATER)(GAS STATION)OWNER: B & S LAND DEV., LLC(PUBLIC STREET)(PUBLIC STREET) (PUBLIC STREET)(EAST-WEST ACCESS DRIVEEXISTING BUILDINGSHEDEXISTING BUILDING15560 CEDAR AVE.ACCESS EASEMENT OVER PAVEMENT AREAS PER DOC. 1688503 OVER LOT 2, BLOCK 1, CARROLL CENTER FOURTH ADDITIONACCESS OWNER: MAIORELLO HOLDINGS, INC.(RED ROBIN)OWNER:FAIRVIEW HOSPITAL HEALTH CARE SERVICES(MEDICAL CLINIC)(TRANSIT STATION) OWNER: APPLE VALLEY ECONOMIC AUTHORITY (APAR T M E N T S) OWN E R: D A K O T A C O U N T Y C D A ACCESS(PER DOC. 1688503)GASLIGHT DRIVE A B B B CC951951951951951951 9 5 2 952952 95 2952952952952952952952952 9 5 3 953953 953953953953953 953953 953 953954954 954 954 954 954954954954 954954954 954954954 954D D D E E EE E E E F F F F F F F F F F F F G G G G G G G G G G G G G G G GG G G G G G G G G G G G H HHH I J J J K K K K K K K K K K K K L M M M 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CenterPoint Integrated Solutions\Apple Valley, MN\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg April 13, 2022 - 5:11pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC200APPLE VALLEYFLOOR & DECORFLOOR & DECORAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160389002.104/13/2022AS SHOWNALCRBWALC1.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 MN/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 MN 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 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 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 HYDRANT EXISTING ELECTRICAL METER EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT NORTHKEYNOTE LEGEND REMOVE EXISTING BUILDING REMOVE EXISTING SIDEWALK REMOVE EXISTING ASPHALT REMOVE EXISTING UTILITIES PROTECT EXISTING UTILITIES REMOVE EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING SIDEWALK REMOVE EXISTING SIGN REMOVE EXISTING STRIPES REMOVE EXISTING LANDSCAPE ISLANDS REMOVE EXISTING WALL REMOVE EXISTING CURB A B C D E F G H I J K L M 155TH STREET WESTC.S.A.H. NO. 23 (CEDAR AVE.)OWNER: AP APPLE VALLEY, LTD. PARTNERSHIP(MOVIE THEATER)(GAS STATION)OWNER: B & S LAND DEV., LLC(PUBLIC STREET)(PUBLIC STREET) (PUBLIC STREET)(EAST-WEST ACCESS DRIVEACCESSOWNER: MAIORELLO HOLDINGS, INC.(RED ROBIN)OWNER:FAIRVIEW HOSPITAL HEALTH CARE SERVICES(MEDICAL CLINIC)(TRANSIT STATION) OWNER: APPLE VALLEY ECONOMIC AUTHORITY (APAR T M E N T S) OWN E R: D A K O T A C O U N T Y C D A ACCESSGASLIGHT DRIVE PROPOSED BLDG 80,000 SF FFE: 954.50 28.0'24.0'24.0'9.0' TYP.40.0'26.0'24.0'30.0' 45.0' 5.0'7.0'18.5'18.5'15' PARKING SETBACK 40' BUILDING SETBACK 5' PARKING SETBACK 15' BUILDING SETBACK 10' PARKING SETBACK 40' BUILDING SETBACK43.0'PREPARED FORSITE PLANC400APPLE VALLEYFLOOR & DECORFLOOR & DECORAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160389002.104/13/2022AS SHOWNALCRBWALCBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 280,925 SF (6.45 AC) BUILDING AREA 80,000 SF (28.5% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 200 SPACES @ 1.0/400 SF PROPOSED PARKING 263 SPACES ADA STALLS REQ'D / PROVIDED 7 STALLS / 7 STALLS PROPERTY SUMMARY APPLE VALLEY FLOOR & DECOR TOTAL PROPERTY AREA 280,925 SF (6.44 AC) EXISTING IMPERVIOUS AREA 210,375 SF (4.82 AC) 74.8% EXISTING PERVIOUS AREA 70,550 (1.62 AC) 25.2% PROPOSED IMPERVIOUS AREA 213,700 SF (4.90 AC) 76.1% PROPOSED PERVIOUS AREA 67,225 SF (1.54 AC) 23.9% ZONING SUMMARY EXISTING ZONING PD-507 PARKING SETBACKS SIDE/REAR = 5' ROAD = 10' BUILDING SETBACKS ALONG ROAD = 40' SIDE = 15' REAR = 15' PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT 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\CenterPoint Integrated Solutions\Apple Valley, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg April 13, 2022 - 5:11pm©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 <SURVEYOR>, DATED XX/XX/XXXX. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS <ACRES> ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS OTHERWISE INDICATED. 17.THERE ARE <X.XX> ACRES OF WETLAND IMPACTS. 18.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS.NORTH 155TH STREET WESTC.S.A.H. NO. 23 (CEDAR AVE.)(PUBLIC STREET)(PUBLIC STREET) (PUBLIC STREET)(EAST-WEST ACCESS DRIVEACCESSACCESSGASLIGHT DRIVE PROPOSED BLDG 80,000 SF FFE: 954.50 D955955951951951951951951952952952952 9529529 5 2 952952952952952953953953953 953 953954 954 954954954954 9 5 4 9549549549549549 5 4 954954951951 951 952 9 5 2 952953 953953953953953 953954954954954954 954954954 954 52 LF - 18" HDPE @ 0.60% 221 LF - 15" HDPE @ 0.60% 287 LF - 15" HDPE @ 0.60% ST-44 RE:952.32 SUMP IE: 943.95 IE:946.95 S IE:946.95 E ST-43 RE:953.35 IE:948.28 S IE:948.28 N ST-42 RE:953.37 IE:950.00 N 53 LF - 36" HDPE @ 0.83% 146 LF - 18" HDPE @ 0.60% 137 LF - 18" HDPE @ 0.60% 140 LF - 15" HDPE @ 0.60% ST-48 RE:949.46 IE:946.20 W ST-46 RE:951.93 IE:948.34 S IE:948.34 N ST-47 RE:952.49 SUMP IE: 944.52 IE:947.52 S IE:947.52 NW ST-45 RE:953.07 IE:949.18 E IE:949.18 N 3.63%2.55%3.24%3.08%1.86% 2.11% 2.11%1.86%3.84%2.41%1.57%2.71%2.69%1 . 3 0%2.31%1.77% 1. 6 0 % 3.72% 3.67% UG STORM WATER MANAGEMENT SYSTEM ADS STORMTECH SC-740 OR EQUAL BOTTOM OF STONE ELE: 945.35 CHAMBER IE: 945.85 WQV ELE: 946.50 TOP OF CHAMBER ELE: 948.35 REQUIRED WQV: 14,750 CF WQV: 14,800 100-YR HWL: 948.84 TOTAL VOLUME: 42,804 CF 103 LF - 15" HDPE @ 1.38%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\CenterPoint Integrated Solutions\Apple Valley, MN\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg April 13, 2022 - 5:12pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500APPLE VALLEYFLOOR & DECORFLOOR & DECORAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160389002.104/13/2022AS SHOWNALCRBWALCGRADING 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 HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D NORTHEXISTING RUNOFF RATES PEAK DISCHARGE FROM PROPERTY 1-YR, 2.47" (CFS)10-YR, 4.16" (CFS)100-YR, 7.43" (CFS) 16.17 32.10 62.86 PROPOSED RUNOFF RATES PEAK DISCHARGE FROM PROPERTY 1-YR, 2.47" (CFS)10-YR, 4.16" (CFS)100-YR, 7.43" (CFS) 2.71 6.36 34.84 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (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 155TH STREET WESTC.S.A.H. NO. 23 (CEDAR AVE.)(PUBLIC STREET)(PUBLIC STREET) (PUBLIC STREET)(EAST-WEST ACCESS DRIVEACCESSACCESSGASLIGHT DRIVE BB BB B BDAA B B B B B B B D D D D DD CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 6 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT. WHP 4 PINUS STROBUS WHITE PINE B & B 8` HT. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 6 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK 5 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 8 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. NPO 5 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 2.5" CAL. SGM 6 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. PLANT SCHEDULE CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING GOJ 9 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING DBH 46 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 82 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE DAY 228 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT. PDS 182 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT RBC 127 ECHINACEA PURPUREA `RUBY STAR`RUBY STAR CONEFLOWER #1 CONT SPACING 15" o.c. 24" o.c. 20" o.c.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\CenterPoint Integrated Solutions\Apple Valley, MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG April 13, 2022 - 5:12pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100APPLE VALLEYFLOOR & DECORFLOOR & DECORAPPLE VALLEYMNDATE: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, PLA04/08/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160389002.104/13/2022AS SHOWNCFKCFKMGCLANDSCAPE BUDGET REQUIRED:AT LEAST 2.5% OF ESTIMATED BUILDING CONSTRUCTION COSTS LANDSCAPE YARD REQUIRED 15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE ISLANDS REQUIRED:1,910 S.F. (2.00%) = 95,500 S.F. * 0.02) 2% OF PARKING LOT LANDSCAPE ISLANDS PROVIDED:6,257 S.F. (6.5%) ISLAND TREE PLANTINGS REQUIRED:42 - 2.5" CAL. TREES = (6,257 S.F. OF ISLAND AREA/150 S.F.) ISLAND TREE PLANTINGS PROVIDED:xx - 2.5" CAL. TREES = 12 EXISTING TREES + 30 PROPOSED LANDSCAPE SUMMARY NORTH REV # INITIATED BY CODE REQ'D NARRATIVE C.D. REVF&D ARCH INITIAL ISSUE - BASED ON CPIS SITE PLAN DATED 01/20/2022 EXTERIOR FACADE MATERIAL CHANGED TO BRICK1 VERSION INDEX BASE PLAN CHECKLIST NUMBER ITEM COMMENT STOREPLANNINGCHECKLIST1 STOREFRONT ELEVATION 2 SHELL BASE PLAN 3 OFFICE PACKAGE / PUBLIC RESTROOMS LOCATED (NOTE IF IT CAN'T BE MOVED) SHOW ROOM NAMES IN OFFICE PACKAGE WITH SQUARE FOOTAGE 4 SHOW CUSTOMER LOAD AREA WITH CANOPY (NOTE IF IT CAN'T BE MOVED). ALSO SHOW DOUBLE SLIDE DOORS FOR CUSTOMER ENTRANCE TO CUSTOMER PICK UP (WITH 93" EGRESS WIDTH). CUSTOMER LOAD-OUT DOOR OPENING SHOULD BE 12'X10' (UNLESS OTHERWISE REQUESTED) 5 LOADING DOCKS LOCATED 6 SHOW COMPACTOR LOCATION. VERIFY LOCATION OF 3'-6" X 3'-6" COMPACTOR DOOR WITH DIMENSIONS 7 SHOW ALL ELECTRICAL - PANELS, TRANSFORMERS, ETC. INSIDE AND OUTSIDE. SHOW STRIPING. (NOTE IF IT CAN'T BE MOVED) 8 IDF CABINET (NOTE IF IT CAN'T BE MOVED) 9 PROPANE STORAGE LOCATED 10 INDICATE CEILING HEIGHT - FROM FLOOR TO LOWEST POINT AT SALES AND STOCKROOM(i.e. SPRINKLER MAINS, ELECTRICAL COMPONENTS, BAR JOISTS, HVAC, ETC.) 11 TOTAL SQUARE FOOTAGE NOTED 12 VESTIBULE POSITION (NOTE IF IT CAN'T BE MOVED) 13 VERIFY ALL EXTERIOR PENETRATIONS AND EGRESS DOORS WITH DIMENSIONS (NOTE IF ANY CAN,T BE MOVED) 14 COUNTERTOP STORAGE - IS IT ALLOWED OUTSIDE, IF SO SHOW IT ON BASE PLAN NO 15 CART STORAGE - CAN SHOPPING CARTS BE STORED OUTSIDE?TBD 16 SEISMIC RACKING REQUIRED?NO 17 REC APPROVED TBD 18 GO DATE 8/29/2022 19 90% CHECK SET DATE 5/24/2022 20 MERCHANDISE PLAN DRAWING DUE DATE TBD 21 OTHER (I.E. FLOOR LOAD ISSUES, STRUCTURAL BRACING, ETC.) IF SO, NOTE ON PLAN.ARCHITECTCHECKLIST22 INDICATE TRUE NORTH ON BASE PLAN 23 JUSTIFY LOWER LEFT INTERIOR CORNER OF BUILDING TO 0,0. ENTRANCE NEEDS TO FACE BOTTOM OF PAGE (ROTATE IF NOT). 24 SHOW ALL PLUMBING - RISERS, PUMP ROOMS, FIRE MAIN, ALARM PANELS (SHOW STRIPING), CLEANOUTS, SANITARY SEWERS AND ROOF DRAINS, PIPING 25 SHOW ACTUAL SIZE AND SHAPE OF ALL COLUMNS ON BASE PLAN. INCLUDE COLUMN GRID LINES AND COLUMN GRID INDICATORS WITH DIMENSION STRINGS 26 SHOW ALL PLUMBING, MILLWORK, AND ACCESSORIES IN THE OFFICE PACKAGE 27 IF APPLICABLE, INDICATE ZERO CURB ADJACENT TO MAIN ENTRANCE AND CUSTOMER/PRO ENTRANCE (ADVISE IF/WHEN RAMP IS NEEDED). TBD 28 SHOW 7X3 DOOR ADJACENT TO DOCK DOORS FOR TRUCK DRIVERS. 29 INDICATE ROOF ACCESS LOCATION (NEW OR EXISTING) 30 INCLUDE CORRECT CITY, STATE CODE IN BOTH EGRESS AND SALES EGRESS CALCULATIONS NORTH1SHELL PLAN SCALE: 1/16" = 1'-0" A.9 B C 2 3 5 6 74 101 A E 47'-6"47'-6"47'-6"47'-6"190'-0"38'-6"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2" 453'-7 1/2" 51'-10 1/2"51'-10 1/2" 8 9 D 51'-10 1/2"52'-0" 38'-6"69'-6 3/4"30'-4"30'-4"30'-4"30'-4"30'-4"29'-2"7'-0"52'-9"14'-0"29'-3 1/2"30'-5 1/4"29'-3 1/2" ASSUMED AREA LINE OF SALES / STOCK LOCATION ROOF ACCESS UTILITY TRANSFORMER GAS SERVICE 8"x8" COLUMNS (TYP.) RECYCLING ENCLOSURE IDF CABINET ABOVE AT 12'-0" AFF FLOOR & DECOR GROSS LEASE AREA 80,432 SQ. FT. ELECTRICAL SERVICE TELEPHONE DEMARC FIRE WATER SERVICE PROPANE STORAGE DESIGN CENTER 119 3,003 SQ. FT. ROOF DRAIN 2'-8 1/2" VESTIBULE 101 246 SQ. FT. SALES 102 63,903 SQ. FT. STOCKROOM 103 11,404 SQ. FT. CPU 104 588 SQ. FT. MEN'S 105 221 SQ. FT. WOMEN'S 106 221 SQ. FT. JANITOR 107 109 SQ. FT. CORRIDOR 1 108 60 SQ. FT. BREAK ROOM 109 431 SQ. FT. TRAINING OFFICE 110 285 SQ. FT. CORRIDOR 2 111 243 SQ. FT. CASH ROOM 113 149 SQ. FT. DATA ROOM 115 72 SQ. FT. SIGN ROOM 114 63 SQ. FT. 32'-0" W X 12'-0" H 8'-6 1/2"W 8'-0 1/4"H 115'-9 1/2" 3'-4 1/2"W 7'-2 1/4"H 97'-0"32'-9 1/2"W 10'-6"H8'-41/2"29'-4"10'-8"75'-0"59'-4"188'-7"354'-3"3'-41/2"W7'-21/4"HCPU BAY 104A 624 SQ. FT. 25'-8 1/4"121'-10"27'-101/4"22'-10"36'-6" 3'-6 1/2" 8'-0"W x9'-0"H 4'-6" 8'-0"W x9'-0"H 6'-8 1/2" 3'-6"W x 3'-6"H @ 4'-0" AFF 4'-3" ASSIST. MANAGER 116 111 SQ. FT. CEM 112 171 SQ. FT. HAND SANITIZER LOCATION 7'-11 1/2" 59'-4" 413'-7" 206'-8 3/4" 279'-3" STORAGE 117 63 SQ. FT. LOUNGE 118 184 SQ. FT. FIRE ACCESS DOOR ONLY FIRE ACCESS DOOR ONLY FIRE ACCESS DOOR ONLY FIRE ACCESS DOOR ONLY FIRE ACCESS DOOR ONLY FIRE ACCESS DOOR ONLY NEW 8'-0"W X 9'-0"H DOCK DOORS COMPACTOR ON CONCRETE SLAB LOADING DOCK RAMP 153'-7"35'-0"103'-5 1/2"8'-0" 3'-4 1/2"W 7'-2 1/4"H 97'-11"3'-41/2"W7'-21/4"H88'-81/2"120'-0"28'-7 1/2" 3'-4 1/2"W 7'-2 1/4"H 120'-3 1/4" 3'-4 1/2"W 7'-2 1/4"H 120'-11 3/4" 3'-4 1/2"W 7'-2 1/4"H 50'-1 1/2" 3'-4 1/2"W 7'-2 1/4"H 76'-71/2"3'-41/2"W7'-21/4"H68'-11"ROOF DRAINROOF DRAIN ROOF DRAIN DOMESTIC WATER SERVICE ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAINROOF DRAIN 18'-1 5/8" A.F.F. B.O. GIRDER 17'-6 7/8" A.F.F B.O. JOIST 17'-6 7/8" A.F.F B.O. JOIST 17'-6 7/8" A.F.F B.O. JOIST FUNCTION OF SPACE AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD MERCANTILE (SALES)64,825 60 GROSS 1,081 STORAGE, STOCK, SHIPPING, MECHANICAL / ELECTRICAL 11,429 300 GROSS 39 BUSINESS (OFFICE AREA)2,313 150 GROSS 16 GROSS FLOOR AREA:78,567 TOTAL OCCUPANT LOAD:1,133 NUMBER NAME NET SQ FT PROTOTYPE CHANGE 101 VESTIBULE 246 246 100% 102 SALES 63,903 62,876 102% 103 STOCKROOM 11,404 12,372 92% 104 CPU 588 589 100% 104A CPU BAY 624 624 100% 105 MEN'S 221 157 141% 106 WOMEN'S 221 157 141% 107 JANITOR ROOM 109 112 97% 108 CORRIDOR 1 60 134 45% 109 BREAK ROOM 431 316 136% 110 TRAINING OFFICE 111 118 94% 111 CORRIDOR 2 149 63 237% 112 CEM 63 119 53% 113 CASH/VAULT ROOM 72 157 46% 114 SIGN ROOM 171 66 260% 115 DATA ROOM 63 68 93% 116 ASSIST. MANAGER 184 119 155% 117 STORAGE 63 0 N/A 118 LOUNGE 184 0 N/A 119 DESIGN CENTER 3,003 3,003 100% NOTES: A. GROSS LEASE AREA OF BUILDING IS TO OUTSIDE FACE OF EXTERIOR WALLS. B. EGRESS SQUARE FEET IS CALCULATED PER SECTION 202 DEFINITIONS GROSS FLOOR AREA, FOR INTERIOR GROSS SQUARE FEET (INSIDE FACE OF EXTERIOR WALLS) APPLICABLE CODE: BASED ON 2020 MINNESOTA BUILDING CODE ADOPTED BY THE CITY OF APPLE VALLEY, MN TOTAL AREAS AREA GROSS F&D LEASE 80,432 SQ. FT. GROSS N.I.C.0 SQ. FT. GROSS BUILDING 80,432 SQ. FT. ROOM SQUARE FOOTAGES OCCUPANT LOAD PROJECT SUMMARY SEISMIC RACKING REQUIREMENT: NOT REQUIRED SPACE OCCUPANT LOAD MEANS OF EGRESS CAPACITY FACTOR CAPACITY REQUIRED OVERALL 1,133 0.15 169.90 SALES & OFFICE 1,095 0.15 164.19 STOCK ROOM 39 0.15 5.71 DOOR OVERALL SALES & OFFICE STOCK ROOM 101A 177.50 177.50 102B 34.00 34.00 102F 34.00 34.00 103B 34.00 34.0 104A 98.00 98.00 98.0 CAPACITY PROVIDED:377.50 343.50 132.0 TOTAL MALE FEMALE NUMBER OF OCCUPANTS 1,133 OCC / 2 =567 567 REQUIRED PROVIDED 1 DRINKING FOUNTAIN PER 1,000 PEOPLE 2 1 HIGH + 1 LOW SERVICE SINK 1 1 MALE FEMALE MALE FEMALE 1 WATER CLOSET PER 500 PEOPLE 2 2 2 + 1 URINAL 3 1 LAVATORY PER 750 PEOPLE 1 1 2 2 NOTES: A. MINIMUM NUMBER OF EXITS REQUIRED:4 B. EGRESS DOORS SHALL BE READILY OPENABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT C. OFFICE EGRESS PROVIDED VIA SALES D. DISPLAY BUILD AREA EGRESS PROVIDED VIA STOCK ROOM EGRESS REQUIRED PLUMBING FIXTURES SHELL PLAN RAB AJB ALL ARCHITECTURAL AND ENGINEERINGDRAWINGS ARE IN CONFIDENCE ANDDISSEMINATION MAY NOT BE MADE WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT.ALL COMMON LAW RIGHTS OF COPYRIGHT ANDOTHERWISE ARE HEREBY SPECIFICALLY RESERVED 15630 CEDAR AVENUE APPLE VALLEY, MN 55124 ISSUE DRAWN: CHECKED: PROJECT SHEET AREA : JOB NUMBER:2022.0302.00 80,432 SF OWNER 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE:(404) 471-1634 ISSUE DATE: STORE NUMBER:T.B.D. 04/07/2022APPLEVALLEY,MINNESOTASTORE#TBDPROTOTYPE:2019 Q1 1 REVISION 04/11/2022 ISSUE 03/18/2022 PAINT: FELDHAUS 100 PAINT: FELDHAUS 800 PAINT: FELDHAUS 700 PAINT: REAL RED REV # INITIATED BY CODE REQ'D NARRATIVE C.D. REVF&D ARCH INITIAL ISSUE TO MATCH SHELL 01 R00 EXTERIOR FACADE MATERIAL CHANGED TO BRICK1 VERSION INDEX FINISH LEGEND 8 7 6 5 4 3 2 1910 1 FRONT ELEVATION SCALE: 1/16" = 1'-0" 2 REAR ELEVATION SCALE: 1/16" = 1'-0" 3 RIGHT ELEVATION SCALE: 1/16" = 1'-0" 4 LEFT ELEVATION SCALE: 1/16" = 1'-0" C BDE A.9 A CB D EA.9A 87654321 9 10 453'-6" LEASE 38'-6"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2" 190'-0" LEASE 41'-1"6'-5"47'-6"47'-6"47'-6" 4'-0" B.F.F. B.O. TRUCK WELL P-9 P-8 P-7 P-9 P-8 P-7 P-9 P-9P-9 190'-0" LEASE 41'-1"6'-5"47'-6"47'-6"47'-6" 51'-10 1/2"51'-10 1/2" P-9 P-8 P-7 P-9 P-8 P-7 453'-6" LEASE 38'-6"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2"51'-10 1/2" P-9 P-8 P-7 32'-3" A.F.F. T.O. CONC. PANEL 24'-7" A.F.F. T.O. TOWER 12'-6" A.F.F. B.O. CANOPY 32'-6" A.F.F. T.O. PARAPET 24'-4" A.F.F. T.O. CONC. PANEL 28'-7" A.F.F. T.O. CONC. PANEL 28'-10" A.F.F. T.O. TOWER 0'-0" FINISHED FLOOR 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 19'-8" A.F.F. T.O. PILASTERS 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR 4'-0" B.F.F. TRUCK WELL 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. B.O. ACCENT BAND/REVEAL 16'-0" A.F.F. B.O. ACCENT BAND/REVEAL 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET 0'-0" FINISHED FLOOR SIGNAGE LOCATION - TYP. SIGNAGE LOCATION - TYP. SIGNAGE LOCATION - TYP. PILASTERS ALONG FRONT ELEVATION, PAINT E-3 - TYP. ENCLOSED TRASH COMPACTOR STOREFRONT - FRAME TO MATCH P-9 - TYP. METAL COPING TO MATCH P-10 - TYP. CPU BAY DOOR BEYOND - PAINT TO MATCH ADJACENT WALLS METAL COPING TO MATCH P-10 - TYP. EDGE OF DOCK LEVELER DOCK LEVELER W/ PIT METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. ENTRANCE CANOPY TO MATCH P-10 CANOPY TO MATCH P-10 METAL COPING TO MATCH P-10 - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. METAL DOOR, PAINT TO MATCH ADJACENT WALL - TYP. CUSTOMER PICK-UP STOREFRONT DOOR AND CANOPYPAINT ALL RAILINGS P-10, TYP. ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYOND ROOF LINE BEYONDROOF LINE BEYOND CUSTOMER FACING RAILING - PAINT TO MATCH P-10 PROPANE STORAGE GAS METER RECYCLING ENCLOSURE RECYCLING ENCLOSURE BEYOND LAMBS TONGUE DRAIN - TYP. LAMBS TONGUE DRAIN - TYP. SIGNAGE LOCATION - TYP. ENTRANCE CANOPY BEYOND CPU CANOPY BEYOND RECYCLING ENCLOSURE P-9 P-8 P-7 P-9 P-8 P-7 CPU DOOR TO MATCH P-9 - TYP. SIGNAGE LOCATION - TYP. PROPANE STORAGE 9'-0" A.F.F. PAINT LINE 16'-0" A.F.F. PAINT LINE P-9 19'-8" A.F.F. T.O. PILASTERS 27'-9" A.F.F. T.O. CONC. PANEL 9'-0" A.F.F. PAINT LINE 16'-0" A.F.F. PAINT LINE 17'-0" A.F.F. EXTERIOR LIGHTING 20'-7 3/8" A.F.F. ROOF (LOW POINT) 28'-0" A.F.F. T.O. PARAPET ADDRESS SIGNAGE LOCATION P-7 EXTERIOR ELEVATIONS RAB, KMC RMT ALL ARCHITECTURAL AND ENGINEERINGDRAWINGS ARE IN CONFIDENCE ANDDISSEMINATION MAY NOT BE MADE WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT.ALL COMMON LAW RIGHTS OF COPYRIGHT ANDOTHERWISE ARE HEREBY SPECIFICALLY RESERVED 15630 CEDAR AVENUE APPLE VALLEY, MN 55124 ISSUE DRAWN: CHECKED: PROJECT SHEET AREA : JOB NUMBER:2022.0302 80,000 SF OWNER 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE:(404) 471-1634 ISSUE DATE: STORE NUMBER:T.B.D. 03/18/2022 ISSUE 03/18/2022APPLEVALLEY,MNSTORE#TBDPROTOTYPE:2019 Q1 1 REVISION 04/11/2022 I T E M: 6.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 4, 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, May 18, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, April 20, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, May 4, 2022. Wednesday, J une 1, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, May 4, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, May 18, 2022. Next City Council Meetings: T hursday, May 12, 2022 - 7:00 p.m. T hursday, May 26, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A