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HomeMy WebLinkAbout05/18/2022 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 18, 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 May 4, 2022 Regular Meeting 4.Public Hearings 5.Land Use / Action Items A.Lunds & Byerlys C onsider replat of Outlot E, Orchard Place 2nd Addition C ommercial into Lots 1-3, Block 1, LB Apple Valley, and site plan/building permit authorization to allow for a 44,600-sq. ft. grocery store on 6.07-acre Lot 1. LO C AT IO N: Southwest corner of 155th Street West and Pilot Knob Road PET IT IO N ER: LB Apple Valley, LLC B.Goze Retaining Wall - PC22-09-V C onsider variance from minimum 5' rear yard setback to replace existing retaining wall system. LO C AT IO N:13488 Georgia C ourt PET IT IO N ER: Rosario and Anthony Goze 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, J une 1, 2022 - 7:00 p.m. Planning Commission - Wednesday, J une 15, 2022 - 7:00 p.m. C ity Council - T hursday, May 26, 2022 - 7:00 p.m. C ity Council - T hursday, J une 16, 2022 - 7:00 p.m. B.Forecasting Staff Transitions 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 18, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of May 4, 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 May 4, 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 May 4, 2022 1.CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Vice Chair Scanlan at 7:00 p.m. Members Present: Paul Scanlan, David Schindler, Paul Mahowald, Becky Sandahl Member(s) Absent: Jodi Kurtz, Keith Diekmann City staff members attending: Community Development Director Bruce Nordquist, Planner Kathy Bodmer, Planner Tom Lovelace, Civil Engineer Jodie Scheidt, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. Prior to the agenda items, Community Development Director Nordquist introduced Jeff Prewitt to the Planning Commission. Mr. Prewitt was selected to fill the vacancy on the Planning Commission at the April 28th City Council meeting. 2.APPROVAL OF AGENDA Vice Chair Scanlan asked if there were any changes to the agenda. Community Development Director Nordquist said there were two changes including some additional images for the Apple Valley Commerce 2nd Addition (Scannell) item and a supplement to the staff report on Apple Ford Lincoln Redevelopment with an addition of one condition for each action requested. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, approving the agenda. Roll call vote: Ayes - 4 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Sandahl moved, seconded by Commissioner Mahowald, approving the minutes of the meeting of April 20, 2022. Roll call vote: Ayes – 3 – Nays – 0 – AB – 1. 4.PUBLIC HEARING A.Apple Valley Commerce 2nd Addition (Scannell) Vice Chair Scanlan opened the public hearing. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 4, 2022 Page 2 of 5 Planner Bodmer presented the staff report. Commissioner Schindler noted that most of the plantings are on the north and east side and not much on the west side. Planner Bodmer stated that the applicant prioritized screening the dock area but that they will look into adding more to the west side. Commissioner Sandahl asked about the applicant’s desire to not include trees in the parking lot in order to deter birds. Planner Bodmer stated that staff has asked for clarification from the applicant as this has never been a concern before with other sites with food. Vice Chair Scanlan asked if the building is being shifted to the west due to the flow of truck traffic. Planner Bodmer stated this is correct as the code states that a loading dock must be a setback minimum of 100 feet when facing a public street. Great River Energy also has overhead power lines on the east side. Petitioner Michael Conzemius (Scannell Properties) provided a brief presentation. Mr. Conzemius stated in response to Commissioner Sandahl’s question regarding the birds, that the thought is if all the landscaping is located on the outside of the property, birds will tend to stay in those areas as opposed to where product will be coming in and out. Vice Chair Scanlan stated that the entrance side to the building could benefit from adding more windows. Commissioner Schindler asked if there was a retail component to this operation. Mr. Conzemius stated that there will not be. Steve Hegedus (Abdallah Candies) expressed concern over the amount of fencing involved on the site and to keep in mind what materials will be used in regards to future maintenance and deterioration. With no further comments, Vice Chair Scanlan closed the public hearing. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 4, 2022 Page 3 of 5 5. LAND USE A. Apple Ford Lincoln Redevelopment Planner Bodmer presented the staff report. Commissioner Mahowald asked if there were any renderings of the display pad located on the west side. Planner Bodmer stated that the Petitioner can comment on this. Commissioner Mahowald also expressed concern over having the entrance on the south and having to go around to the northwest corner to get in. Planner Bodmer stated that an option was to create an access from another point but by not doing this, more parking was able to be saved. Vice Chair Scanlan asked if the Fire Department has looked at the plans as it seems very tight. Planner Bodmer stated that they had looked at the plans and one condition is that Ford Lincoln will need to manage vehicle storage to ensure there is circulation around the building. Petitioner, Chris Gulbrandson (Apple Autos), stated that their thought was to have customers drive around the building to the front of the store since most will be coming to the show floor and the back of the building is mostly service vehicles. He stated that the unified campus is very beneficial for their staff as crossing Gardenia can be hazardous. Mr. Gulbrandson also pointed out that the steps at the entrance were removed to minimize any risk for injuries related to ice. MOTION: Commissioner Mahowald moved, seconded by Commissioner Schindler, to recommend approval of a Conditional Use Permit for the Outdoor Sales and Storage of motor vehicles in connection with an automobile dealership, subject to condition 1 through 6 in the staff report. Roll call vote: Ayes – 4 – Nays – 0. MOTION: Commissioner Mahowald moved, seconded by Commissioner Schindler, to recommend approval of the Site Plan/Building Permit Authorization for the Apple Auto Lincoln Dealership at 7125 – 151st St. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 4, 2022 Page 4 of 5 W. subject to conditions 1 through 7 stated in the staff report. Roll call vote: Ayes – 4 – Nays – 0. 6. OTHER BUSINESS A. Floor and Décor Sketch Plan Planner Lovelace presented the staff report. Commissioner Mahowald agreed that the side of the building facing Cedar Ave could use some more design elements as it is currently very bleak. Commissioner Mahowald asked how parking will be compared to how it currently is on the site. Planner Lovelace stated that it is a different type of use and the numbers will be lower than a general retail operation. A traffic analysis will help to determine how much activity is in the area. Commissioner Mahowald stated his concern for future use of the site being that this will be a larger building with less parking and how that may impact future users of the site. Planner Lovelace said that with this proposal, the ordinance would be amended to building sales and materials which would keep future users of the site at similar numbers to what is being proposed. Commissioner Schindler asked if this would be a one tenant use. Planner Lovelace stated that is correct. The applicant has worked with another theater operation in Maple Grove to open a Floor & Décor store in that location. Commissioner Sandahl asked about the parking since Red Robin does not have their own parking lot and if the cross easement cross parking would address this. Planner Lovelace stated that it would and staff would also need to look into the history of the parking relationship between the theater and Red Robin. Commissioner Sandahl asked why the front of the building is not facing Cedar Ave. Planner Lovelace stated that since there is no ability to access the site from Cedar Ave, the entrance is from Gaslight Drive so the building faces that street. Commissioner Sandahl expressed her concern for having the building torn down and rebuilt as opposed to repurposing the existing building. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 4, 2022 Page 5 of 5 Planner Lovelace replied that staff has been working with the owner of the property and with the way the theater is built, it becomes a challenge to find a use especially with so many dividing walls that may be loadbearing. Petitioner Alan Catchpool (Kimley-Horn) was present for questions. Commissioner Schindler commented that the rear elevation should be something that is aesthetically pleasing. Commissioner Mahowald agreed with this sentiment and also expressed the need for a traffic analysis. Vice Chair Scanlan stated that the applicant should keep in mind the balance of the building’s architecture. He also noted that the drive around for trucks may be an issue with snow removal and should be looked into further. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, May 18, 2022, 7:00 p.m. The next City Council meeting is Thursday, May 12, 2022, 7:00 p.m. 6. ADJOURNMENT Vice Chair Scanlan asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, to adjourn the meeting at 8:22 p.m. Roll call vote: Ayes – 4 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 5/18/2022 . Jodi Kurtz, Chair 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 18, 2022 S E C T I O N:L and Use / Action I tems Description: L unds & B yerlys S taff Contact: Thomas L ovelace, City Planner Department / Division: Community Development Department Applicant: L B A pple Valley, L L C P roject Number: P C22-05-S B Applicant Date: 3/22/2022 60 Days: 5/20/2021 120 Days: 7/19/2021 AC T I O N RE Q UE S T E D: If the Planning C ommission concurs, staff is recommending the following: Recommend approval of the LB Apple Valley preliminary plat subject to the following conditions: 1. T he plat shall be configured to have three (3) lot(s) and zero outlots. 2. Approval by Dakota C ounty due to the adjacent highway under its jurisdiction. 3. Park dedication in accordance with adopted C ity code requirements shall be satisfied by a cash-in-lieu of land contribution. 4. Dedication of the final plat of a ten-foot (10') wide drainage and utility easement along the perimeter of all lots within the plat wherever abutting public road rights- of way. 5. Dedication of the final plat of five-foot (5’) wide drainage and utility easement along all common lot lines. 6. All lots within this subdivision are required to have access for ingress/egress to a public street. Easement(s) necessary to provide access shall be required to be submitted and approved by the C ity Attorney prior to C ity Council approval of the final plat. 7. All lots within this subdivision shall be required to have access for ingress/egress to the lots, outlots and private streets within the Orchard Place 2nd Addition. 8. Dedication of a one-foot (1’) wide easement restriction direct private driveway access to 157th Street West. 9. Dedication of a drainage and utility easement over all the storm sewer pipe that collects drainage from multiple sites (including the pipe and manhole from ST-5 to ST-25). T he easement shall be a minimum of twice the depth of the pipe. Recommend site plan/building permit authorization to allow for construction of a 44,600-sq. ft. grocery store on 6.07-acre lot in accordance with the submitted plans dated April 28, 2022, subject to the following conditions: 1. T he Building Permit shall be applicable to property located at 14960 Florence Trail and legally described as Lot 1, Block 1, LB A PP LE VA LLEY, according to the preliminary plat. 2. Issuance of this permit is subject to the approval and recording of the LB A PPLE VA LLEY final plat. 3. Site grading shall occur in conformance with a Natural Resources Management Plan (N RMP) which shall include final grading plan to be submitted for review and approval by the C ity Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State N PD ES Permit prior to commencement of grading activity. 4. Installation of utilities shall occur in conformance with a final utility plan to be submitted for review and approval by the City Engineer. 5. Construction shall be limited to the hours of 6:00 a.m. to 7:00 p.m. Monday through Friday. 6. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 7. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 8. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the C ity. 9. A bike rack shall be installed in front of the building at a location that will not impede use of any sidewalk. 10. Prior to issuance of a building permit, a detailed planting bid list that meets the minimum code requirements shall be submitted for review and approval by the City. 11. A fence shall be installed around the perimeter of the outdoor dining area. A fencing plan shall be submitted and approved by city staff prior to issuance of a building permit. 12. T he sidewalk along the east side of English Avenue shall be extended from the north side of the most northerly driveway to the bituminous pathway along the south side of 155th Street West. 13. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the C ity prior to the erection of any signs. S UM M ARY: LB Apple Valley, LLC (aka Lund Food Holding, Inc.) is requesting approval of the subdivision of an 8.09-acre outlot (Outlot B, Orchard Place 2nd Addition) into three lots and site plan/building permit authorization to allow for the construction of a 44,600-sq. ft. grocery store on the 6.07-acre Lot 1. T he site is located at the southwest corner of 155th Street West and Pilot Knob Road. T he site is bounded by vacant property to the north and west, a Mister Car Wash, multi-tenant retail building and C hipotle restaurant to the south, and the Cobblestone Lake retail development to the east. Access to the subdivision will be via a driveway and two private shared drives along the east side of English Avenue, a private street that intersects with 155th Street West to the north and 157th Street to the south. No driveway access will be granted from 155th Street West, a city street, and Pilot Knob Road (C SA H 31), a county road. T he applicant is proposing to construct a 44,600-sq. ft. grocery store on Lot 1. T he grocery store will have a two-story café in the southeast corner of the building with an outdoor seating area and multi-lane drive-up canopy for online pickup on the west side. A Caribou Coffee shop will also be located inside the store. T he receiving dock will be located in the rear of the building along with an electric generator, compactor and transformer. T hey are proposing 259 surface parking spaces that will located south, west and north of the building. Primary access will be via a driveway and shared private drive off English Avenue, with a third access off a private drive between this development and Lots 3 and 4 of the Orchard Place 2nd Addition. B AC K G RO UND: Comprehensiv e P lan: T he 2040 C omprehensive Plan guides the property "C" (C ommercial). T his designation allows for a wide variety of retail, office, and service uses that vary in intensity and off-site impacts. T he proposed grocery store, restaurant and coffee shop uses are consistent with the uses described in the C omprehensive Plan. Zoning: T he property is zoned “RB” (Retail Business). Retail business districts are described as areas that are centrally located to serve the need for general retail sales. Permitted uses include stores and shops that sell personal services or goods over the counter, as well as banks, savings and loan offices, professional offices, community facilities, health clubs, animal hospitals and clinics, small engine and appliance repair, commercial recreation, auto accessory sales, restaurants (C lass I and III Neighborhood Restaurant without a drive through window, only), bakeries, grocery stores, and on-sale wine and 3.2% liquor in conjunction with a restaurant facility. Permitted accessory uses include delivery bays and outdoor dining areas. T he proposed grocery store, Caribou C offee shop, and restaurant with beer and wine service are permitted uses. P latting: T he subject property is currently platted as an outlot as part of the Orchard Place 2nd Addition. An outlot is defined as a platted lot to be developed for a use that will not involve a building or in the case of this property, be reserved for future replatting before development. T he outlot will be replatted into three lots for the purpose of constructing a grocery store on the 6.07-acre Lot 1. Future retail uses are expected for the two remaining lots. All the drainage and utility easements will be established in accordance with the C ity's subdivision regulations. T his will include the standard five and ten foot wide drainage and utility easements adjacent to the property lines. A 30-foot drainage and utility easement will be located directly adjacent to the west property line. T hat will be the location of the east half of English Avenue as well as sanitary sewer and watermain lines. English Avenue provides direct access to the lots within the subdivision as well as existing lots to the south and future development on Outlot D. T herefore, the owner of the lots within this subdivision will need to be a party to any right of access agreement for English Avenue and any shared driveways with existing and future developments within and outside of the subdivision. A 70-foot wide drainage and utility easement will run parallel to the south property line and west of the west property line of Lot 3. An east/west private drive, and utility lines to serve the lots will also be located in the easement. An additional drainage and utility easement shall be required over and across a portion of the proposed storm sewer line that will serve multiple lots within the subdivision. P ipeline Easement: An existing 104-foot wide Magellan pipeline easement is located adjacent to the north property. T he applicant will be limited on how they will be able utilize that property. For purposes of safety, the pipeline company limits what can and cannot be placed within their easement. Buildings, retaining walls, trees, and water bodies are examples of things that are not permitted within an easement. Shrubs less than three feet tall, fences, sidewalks, and irrigation systems are permitted subject to certain conditions. A ny surface grade or elevation changes must be reviewed and approved by Magellan. Site P lan: T he site plan shows a 44,600-sq. ft. grocery store and 259 surface parking spaces on Lot 1. T he project is located at the southwest corner of 155th Street West and Pilot Knob Road and is bounded by vacant property to the north and west, a Mister Car Wash, multi- tenant retail building and C hipotle restaurant to the south, and the C obblestone Lake retail development to the east. Access to the site will be via a driveway and two private drives off English Avenue, a private street that runs north/south and intersects with 155th Street West to the north and 157th Street West to the south. No direct driveway access will be allowed from 155th Street West and Pilot Knob Road. T he plan identifies 259 surface parking spaces. C ustomer parking will be located along the south and west side of the building; and the 49 spaces located along the north side of the site will be for employees only. T he parking spaces shown on Lots 2-3 will not be constructed as part of the development on Lot 1. For a grocery store use, C ity code requires a minimum of one parking space for each 150 square feet of floor area up to a total floor area of 20,000 square feet; thereafter, one space for each 200 square feet of floor area. T he term “floor area” for the purpose of calculating the number of off-street parking spaces shall be the net usable floor area of the various floors, devoted to retail sales, services, office spaces, processing and fabrication exclusive of hallways, utility space, restrooms and storage areas other than warehousing. Parking requirements for the restaurant use located in the southeast corner of the building and coffee shop is one space per 2.5 customer seats; and one space per five seats of outdoor eating area, excluding the first ten outdoor seats. T he proposed parking will meet the C ity's required parking requirements. T he site and landscape plans show planters around the perimeter of the outdoor dining area. T he C ity generally requires permanent fencing around the perimeter of outdoor dining areas that serve alcohol. Also, the outdoor dining area shall not interfere with any pedestrian or vehicular traffic. A fencing plan shall be submitted for review and approval by the City. T his plan could include a combination of planters and decorative fencing as long as it provides impenetrable barrier. Grading P lan: T he site has been graded as part of the sand and gravel mining reclamation of the site. Minor grade adjustments to accommodate the proposed building and parking lot will be needed prior to construction. Section 155.354, which regulates off street loading areas, requires that when a loading area faces a public street or residential district, a minimum 40-foot wide landscaped yard, including berms and vegetation, shall be provided and maintained along the public street or that particular side. T he area within this site where this would occur is in a 104-foot pipeline easement. As stated previously, trees are not permitted within the pipeline easement. However, shrubs less than three feet tall are permitted, subject to certain conditions, and surface grade or elevation changes must be reviewed and approved by Magellan. T he pipeline company has indicated that would be open to review and discuss a possible berm in their easement. T he applicant has altered the grades along the north edge of the receiving area and have added a variety perennials and shrubs to help soften the appearance of the rear area of the site. Any site grading shall occur in conformance with a N atural Resources Management Plan (N RMP) which shall be issued upon review and approval of a final grading plan by the City Engineer. Elev ation Drawings: T he elevation plan shows an exterior finish consisting of combination of brick, stone, architectural precast and aluminum composite panels, EIFS, and glass. Twelve-foot tall cast concrete screen walls with groove reveals that will match the brick color will be constructed along the north side of the building. T hese walls will be used to help screen the loading docks, electric generator, compactor and transformer. T he proposed exterior finishes for the building will meet zoning code requirements. Roof P lan: T he roof plan shows the locations of the building's rooftop units. All mechanical equipment shall be screened in accordance with Section 155.348 of the City's zoning code. T he applicant has indicated that the units have been placed in locations that will be screened by taller architectural massing elements on the building. Any portion of the units that may be visible will be factory painted to match the parapet coping of the building. Landscape P lan: T he landscape plans identify two overstory tree species, three types of coniferous shrubs a variety of coniferous, deciduous and ornamental trees as well as a variety of shrubs, two types of deciduous shrubs, and four types of perennials. T he applicant will need to meet the landscape requirements within the City 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 Construction Data. T he applicant will need to submit a detailed planting list for review and approval by C ity staff 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 2% 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 2.5-inch diameter tree at the rate of one tree per 150 square feet of island area. T he N atural Resources C oordinator has reviewed the landscape plans and her comments are in the attached memo for the C ity Engineer. Revisions to the landscape plan have been made that includes a variety of shrubs and perennials along the edge of the employee parking area in the rear of the building. T hey have also added Imperial Honeylocust and Sienna Glen Maple to their list of overstory trees and Shenandoah Switch Grass to their perennial materials list. Please note that the landscaping shown for Lots 2 and 3 are not part of this review and will not be installed as part of development on Lot 1; and will not ne counted towards the landscaping obligation for the development on Lot 1. Av ailability of Municipal Utilities: Public utilities will be extended to site from the existing lines located within the Orchard Place commercial development. T he C ity Engineer has reviewed the proposed utility plans and his comments are included in his attached memo. Lighting P lan: All building and site lighting shall conform with Section 155.353 of the zoning code, which requires that 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. Direct glare from floodlights or similar sources, shall not be directed into any adjoining property or public streets, and all the source of all lights shall be hooded or controlled in some manner so as not to light adjacent property. T he city may also limit the hours of operation of outdoor lighting if it is deemed necessary to reduce impacts on a surrounding neighborhood. In commercial 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. T he applicant has submitted a lighting plan that the property's lighting will meet city code requirements. Street Classifications/Accesses/Circulation: T he subject property abuts 155th Street West to the north, Pilot Knob Road to the east and English Avenue to the west. Pilot Knob Road and 155th Street West are public streets and direct access shall not be allowed from those two roadways. T he development will have three access drives off English Avenue, which is a private street that extends from 155th Street West to 157th Street West. Staff has no issues with the private driveway locations. P edestrian Access: Sidewalk connections will be made from the internal sidewalks to the south and the bituminous pathway along the west side of Pilot Knob Road. A sidewalk along the east side of English Avenue from the property line to the south to the south side of the most northerly driveway. T his sidewalk shall be extended north and connect to the bituminous pathway located along the south side of 155th Street West. T he revised plans have moved the sidewalk connection from the front of the building to the bituminous pathway along the west of Pilot Knob Road south so not to interfere with the outdoor dining area. Signs: T he site plan shows a monument sign that will be located in the northwest corner of the site and building signage is shown on the submitted elevation drawings. Formal sign applications for this project will need to be submitted, reviewed and approved prior to the placement of any signs. All signage shall conform to the C ity’s sign ordinance. Dakota County P lat Commission Rev iew: T he Dakota County Plat C ommission reviewed the proposed replat and their comments are provided in an attached letter dated April 14, 2022. T he letter states that a quit claim deed to Dakota County for restricted access will be required with the recording of the final plat. P ublic Hearing Comments: T he public hearing was held on April 20, 2022. T he hearing was opened, no comments were received and the hearing was closed. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo Applicant L etter Correspondence Area Map Comp Plan Map Z oning Map F inal Plat Preliminary P lat Plan S et Elevations Elevations Exhibit L ighting Plan F loor Plan CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: May 13, 2022 SUBJECT: Orchard Place Grocery Preliminary Plans dated 04/28/2022 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative and site plan showing how the expansion will be constructed and any impacts prior to building permit authorization. The narrative and plan shall include the following: a. Material storage and staging i. All material storage to be onsite and indicated on plan. b. Haul routes to and from the site. c. Contractor and subcontractor parking locations i. Onsite trade parking should be provided. 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. All work and infrastructure within public easements or right of way shall be to City standards. A public improvement project will be required for sanitary sewer and water main improvements. 7. A design agreement will be required for the design of the public utilities by City Staff. Permits 8. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge Elimination System (NPDES) permit is required for any project that disturbs more than one acre. Provide a copy of the executed permit prior to construction. 9. A City of Apple Valley Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity. 10. Provide a copy of any other required permits. 11. A copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans prior will need to be obtained prior to any construction activity. 12. A public infrastructure project is anticipated for the proposed sanitary sewer and water services to lot 7 and for the storm sewer that collects from multiple lots. 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. Site Plan/Preliminary Plat 13. Show a drainage and utility easement over all the storm sewer pipe that collects drainage from multiple sites (including the pipe and manhole from ST-5 to ST-25). The easement shall be a minimum of twice the depth of the pipe. 14. Extend the sidewalk along east side of English Avenue to from the north drive entrance up to 155th Street, this extension needs to be coordinated with overall development plans. Grading, Drainage and Erosion Control 15. Provide overall site composite Curve Number (CN) on the plans. 16. Show all emergency over flow (EOF) elevations and routing in the parking lots. The finished floor/low opening elevation must be 1’ minimum above the EOF elevation. 17. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans at building permit/site plan authorization and approved by City Engineer. Sanitary Sewer 18. A new manhole will be required in the location of SS-5 per City Detail Plate SAN-2. This is a public owned and maintained structure. 19. Move manhole SS-4 to the east near the end of the drainage and utility easement. 20. SS-100 Drop Structure will be a privately owned and maintained service line. 21. Final public sanitary sewer design and construction plans shall be completed by the City of Apple Valley. Water main 22. Provide an additional gate valve on the water main that serves Lot 7, near the tee. 23. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 24. Proposed hydrant locations will be evaluated during final design for coverage and water main maintenance. Hydrant coverage map will be required to be submitted prior to building permit/site plan authorization. 25. Final public water main design and construction plans shall be done by the City of Apple Valley. 26. Show location of irrigation on the plans. Storm Sewer 27. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH located outside the drainage and utility easement. Sump structures as shown in City “Catch Basin Manhole with Sump” detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. a. Locations for installation are at: ST-4, ST-7, prior to ST-5 (ST-5 will be public), prior to ST-25. 28. A minimum easement width of twice the pipe depth should be provided over the storm sewer. 29. Provide storm water calculations and storm water management plan for review and approval by the City Engineer. 30. Final storm sewer design shall be reviewed with the construction plans and approved by City Engineer. Landscape and Natural Resources 31. Recommend that catch basins are not located in the drive aisles if feasible. 32. Maintenance agreement will be required for the sump catch basin 33. Clarify if greyed out landscaped areas in “Future Outlots” will be removed with future development. Proposed landscaping shall be permanent for this site and future outlot development(s) shall have their own landscape plan requirements. 34. Only two types of trees are proposed to be planted. Supply quantities in table and diversify the tree planting schedule to follow City Code 152.46 (B): 35. Size, types, diversification of replacement trees. No more than one-third of the replacement trees shall be of the same species of tree, without approval of the city. Box elder, poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) Deciduous trees shall be no less than two caliper inches; and (2) Coniferous trees shall be no less than six feet high. 36. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x ‘variety’. Native plants would not contain the variety name in quotes. 37. Provide updated landscape detail for the area over the Magellan Pipeline Easement in accordance with Encroachment Agreement with Magellan. Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us April 14, 2022 City of Apple Valley 7100 147th Street W. Apple Valley, MN 55124 Re: LB Apple Valley The Dakota County Plat Commission met on April 13, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 31 (Pilot Knob Rd.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. This is a replat of Outlot E, ORCHARD PLACE 2ND ADDITION that includes 3 lots. Restricted access should be shown along all of CSAH 31. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The right-of-way needs are 100 feet of half right of way, which was dedicated on the underlying plat. As noted, a permit from the County will be required for the connection of the sidewalk. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on May 3, 2022. Traffic volumes on CSAH 31 are 24,000 ADT and are anticipated to be 25,000 ADT by the year 2040. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: MAGELLAN PIPELINE EASEMENT PER BOOK 80 OF MR, PAGE 141, PARTIAL RELEASE PER DOC. NO. 2291902, RESTATED PARTIAL RELEASE PER DOC. NO. 2811610 104104104.00104104.007030 30 30 30 LOT 1 264,367.94 SQ. FT. LOT 3 29,448.72 SQ. FT. LOT 2 58,724.79 SQ. FT. 206.64287.36332.70495.78122.48123.29 122.48S0°13'24"E240.44 S89°46'36"W272.79S0°02'25"ES80°36'05 " E 84.33 N90°00'00"E 123.45 240.44120 120200 200 DRAINAGE AND UTILITY EASEMENT THE NORTH LINE OF OUTLOT E, ORCHARD PLACE 2ND ADDITION 7070701 TOTAL SITE AREA 352,541.44 SQ. FT. 8.09 AC. DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRELIMINARY PLAT APPLE VALLEY,MINNESOTA 1 1 JJ 3/18/2022 AS SHOWN 17899.00 ST. PAUL, MN 55114 767 EUSTIS ST, SUITE 100 KIMLEY HORN BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING STREET RIGHT-OF-WAY LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS 5 5 1010DENOTES RESTRICTED ACCESS PER DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE. LEGAL DESCRIPTION: Outlot E, ORCHARD PLACE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C0-COVER SHEET.dwg April 27, 2022 - 6:17pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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.03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMNORTH VICINITY N.T.S. SITE APPLE VALLEY, DAKOTA COUNTY, MN 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 22x34 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 E. 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 CONTACT: RUSSEL P. DAMLO, R.L.S. 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 LUND FOOD HOLDINGS, INC. 3946 W. 50TH ST EDINA, MN 55424 TELEPHONE: (952) 927-3663 CONTACT: MITCH AVERY ORCHARD PLACE - GROCERY SECTION 35, TOWNSHIP 115N, RANGE 20W FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MITCHELL COOKAS, PLA 767 EUSTIS STRET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: (651) 645-4197 160TH ST W 150TH ST W PILOT KNOB RD155TH ST W Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS L102 LANDSCAPE SCHEDULE 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg April 27, 2022 - 6:17pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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.03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF APPLE VALLEY AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF APPLE VALLEY ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). 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. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. G GG G PP PP G GG G PP PP STOPSTOPSTOP 155TH ST. W PILOT KNOB RD.LOT 5 ±6.07 AC LOT 6 ±1.35 AC LOT 7 ±0.67 AC 0.00%0.02%0.72%2.33% 0.77% 0.12% 0.5 8 %2.89%11.49%0.10%0.58%0.00% 5.50 % 0.14 % 4.73%1.86%0.77%1.07%0.44%9459 4 1 941 94 2 942 942 94 2 943 943 9 4 3 944 944 9 4 4 946942942943943943944944944 940941942943944BIOROLL SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) ROCK CONSTRUCTION ENTRANCE GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) BUILDING LIMITS (TYP.) MAGELLAN PIPELINE EASEMENT CONTRACTOR SHALL PROTECT EXISTING PIPELINE THROUGHOUT CONSTRUCTION INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C3-EROS PH1 PLAN.dwg April 27, 2022 - 6:18pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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.03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF APPLE VALLEY GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET CONTRACTOR IS RESPONSIBLE FOR PREVENTING TRACK-OUT OF SEDIMENT FROM THE SITE BY EQUIPMENT AND VEHICLES. SHOULD TRACK-OUT BECOME A PROBLEM. CONTRACTOR SHALL PROVIDE AND INSTALL A SELF-CONTAINED WHEEL WASH SYSTEM AT NO ADDITIONAL COST TO THE OWNER. SITE OPERATOR/GENERAL CONTRACTOR: DEVELOPER/OWNER: 3946 W. 50TH STREET EDINA, MN 55424 RYAN COMPANIES SUPERINTENDENT: SITE DATA TABLE TOTAL EXISTING LANDSCAPED AREA 6.67 AC. TOTAL EXISTING IMPERVIOUS AREA 0.00 AC. TOTAL PROPOSED LANDSCAPED AREA 1.89 AC. TOTAL PROPOSED IMPERVIOUS AREA 4.78 AC. TOTAL DISTURBED AREA 6.67 AC. RECEIVING BODY OF WATER: STORMWATER IS DISCHARGED INTO SHARED STORM SEWER WITHIN THE ORCHARD PLACE DEVELOPMENT AND IS DIRECTED TO THE REGIONAL STORMWATER PONDS ON THE WEST SIDE OF THE SITE. - STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. PHASE 1 BMP QUANTITIES SILT FENCE 1175 LF BIO ROLL 100 LF INLET PROTECTION 3 EA CONSTRUCTION ENTRANCE 1 EA STOPSTOPSTOP 155TH ST. W PILOT KNOB RD.LOT 5 ±6.07 AC LOT 6 ±1.35 AC LOT 7 ±0.67 AC PROPOSED GROCERY ± 44,600 SF FFE: 944.00 DOCK FFE: 940.00 BIOROLL SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) ROCK CONSTRUCTION ENTRANCE GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) MAGELLAN PIPELINE EASEMENT EROSION CONTROL BLANKET (TYP.) EROSION CONTROL BLANKET (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.)INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) 941 941 942 942 943 943 944 941942943944941942943944 943 944 9459459 4 5 941 941942 942943943943943943 943944944944944944944946 941 942 943943943 944 9449449 4 4 944 1.95% 2.87%1.61%1.76%1.60%1.35%1.68%2.78%2.79%2.98%3.07%1.70% 2.39% 1.94% 4.96%1.54%2.48%1.25%1.19%2.08 % 1.70% 1 . 7 1% 2.71% 1. 1 8 %2.62%1.68 % 5.38%1.71%0.76%0.48% 945 941 941 942942942 942 942 942 943943943 943 943944 944 944This 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C3-EROS PH2 PLAN.dwg April 27, 2022 - 6:18pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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.03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET CONTRACTOR IS RESPONSIBLE FOR PREVENTING TRACK-OUT OF SEDIMENT FROM THE SITE BY EQUIPMENT AND VEHICLES. SHOULD TRACK-OUT BECOME A PROBLEM. CONTRACTOR SHALL PROVIDE AND INSTALL A SELF-CONTAINED WHEEL WASH SYSTEM AT NO ADDITIONAL COST TO THE OWNER. SITE OPERATOR/GENERAL CONTRACTOR: DEVELOPER/OWNER: 3946 W. 50TH STREET EDINA, MN 55424 RYAN COMPANIES SUPERINTENDENT: SITE DATA TABLE TOTAL EXISTING LANDSCAPED AREA 6.67 AC. TOTAL EXISTING IMPERVIOUS AREA 0.00 AC. TOTAL PROPOSED LANDSCAPED AREA 1.89 AC. TOTAL PROPOSED IMPERVIOUS AREA 4.78 AC. TOTAL DISTURBED AREA 6.67 AC. RECEIVING BODY OF WATER: STORMWATER IS DISCHARGED INTO SHARED STORM SEWER WITHIN THE ORCHARD PLACE DEVELOPMENT AND IS DIRECTED TO THE REGIONAL STORMWATER PONDS ON THE WEST SIDE OF THE SITE. - STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. PHASE 2 BMP QUANTITIES SILT FENCE 1175 LF BIO ROLL 100 LF INLET PROTECTION 13 EA CONSTRUCTION ENTRANCE 1 EA STOPSTOPSTOP 11.7' 18.5'25.0'40.0'25.0'40.0'25.0'40.0'25.0'40.0'30.0' 25.0'40.0'25.0'40.0'25.0' 30.0'10.0'30.0'30.0'18.5' 26.1' 25.0'32.0'26.0'7.0' 4.7' 7.0' 7.0'30.0'10.0'10.0'10.0'10.0'37.5'43.1'47.1'GAS PIPELINE EASEMENT TRUCK DOCK ONLINE ORDER PICK-UP RAMP COMPACTOR GENERATOR TRANSFORMER PROPERTY LINE PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE 15' PARKING SETBACK 5' BUILDING SETBACK 15' PARKING SETBACK 155TH ST. W PILOT KNOB RD.LOT 5 ±6.07 AC PROPOSED GROCERY ± 44,600 SF 25' PARKING SETBACK50' BUILDING SETBACK25' PARKING SETBACK 50' BUILDING SETBACK 5' PARKING SETBACK 15' BUILDING SETBACK LOT 6 ±1.35 AC FUTURE DEVELOPMENT LOT 7 ±0.67 AC FUTURE DEVELOPMENT PROPOSED DRAINAGE AND UTILITY EASEMENT 15' BUILDING SETBACK10.0'10.0'18.5' 10.0' 10.0'18.5'30.0'37.7' 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 4 4 4 4 444 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 8 8 88 8 8 8 8 8 8 8 8 9 9 9 9 9 9 99 9 9 9 9 10 10 10 10 11 11 11 11 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 14 14 15 15 15 15 15 15 15 15 151515 15 15 1616 16 16 16 16 16 16 16 16 16 16 16 53.5'150.5'PROPERTY LINE DEVELOPMENT MONUMENT SIGN PREPARED FORSITE PLANC400ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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. MATZEK03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMPROPOSED CURB AND GUTTER PROPERTY LINE SETBACK 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C4-SITE PLAN.dwg April 27, 2022 - 6:19pm©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 COMPANY, INC., DATED 03/08/2016. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 8.09 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 10' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. NORTH LOT 5 SUMMARY TOTAL PROPERTY AREA ± 6.07 AC EXISTING ZONING SG - SAND AND GRAVEL PROPOSED ZONING RB - RETAIL BUSINESS PARKING SETBACKS PILOT KNOB = 25' 155TH ST = 25' INTERIOR = 15' BUILDING SETBACKS PILOT KNOB = 50' 155TH ST = 50' INTERIOR = 5' LOT 5 BUILDING AREA ±44,600 SF LOT 5 REQUIRED PARKING 255 SPACES LOT 5 PROPOSED PARKING 255 SPACES LOT 6 SUMMARY TOTAL PROPERTY AREA ± 1.35 AC PROPOSED ZONING RB - RETAIL BUSINESS PARKING SETBACKS PILOT KNOB = 25' 155TH ST = 25' INTERIOR = 15' BUILDING SETBACKS PILOT KNOB = 50' 155TH ST = 50' INTERIOR = 5' INTERIM PARKING 70 SPACES LOT 7 SUMMARY TOTAL PROPERTY AREA ± 0.67 AC PROPOSED ZONING RB - RETAIL BUSINESS PARKING SETBACKS PILOT KNOB = 25' 155TH ST = 25' INTERIOR = 15' BUILDING SETBACKS PILOT KNOB = 50' 155TH ST = 50' INTERIOR = 5' INTERIM PARKING 24 SPACES KEYNOTE LEGEND CONCRETE CURB AND GUTTER. (TYP.) (PER LOCAL CODES) MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER/SIDEWALK LIMITS OF FULL DEPTH SAWCUT AND PAVEMENT REMOVAL CONCRETE SIDEWALK. 2% MAX. CROSS SLOPE AND 5% MAX STRAIGHT SLOPE (PER LOCAL CODES). SIDEWALK RAMP @ 8.33% MAX. (PER LOCAL CODES) STOP BAR AND STOP SIGN. (PER LOCAL CODES) DIRECTIONAL TRAFFIC ARROW. (TYP.) (PER LOCAL CODES) PARKING STALL STRIPING (PER LOCAL CODES) 4" WIDE PAINTED STRIPES, 2' OFF CENTER @ 45° HANDICAP STRIPING & SYMBOL. (TYPICAL-PER ADA AND LOCAL REQUIREMENTS HANDICAP SIGNS. (TYPICAL-PER ADA AND LOCAL REQUIREMENTS) BOLLARD LANDSCAPE AREA. (PER LANDSCAPE PLAN) TRENCH DRAIN HEAVY DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 D DDSTOPSTOPSTOPD D DGAS PIPELINE EASEMENT 155TH ST. W PILOT KNOB RD.LOT 5 ±6.07 AC PROPOSED GROCERY ± 44,600 SF FFE: 944.00 DOCK FFE: 940.00 LOT 6 ±1.35 AC LOT 7 ±0.67 AC 942 941 942 942 943 943 942 942941 941 940940940940 941 942 943 944 941 942 943 944 941942943943 944945946945946 944943944945 94 5945945944 943943943943944 944944 944 945 943 944 944 944944 944943942941940941942943943943945 944 943 943 942942 942 9429449439429429439449 4 4 94 3 943942 94 2943 944 943 942 941941942 943944 944943942941942 943 941941942943944944 943 ST-2 RE:943.64 IE:937.17 E IE:937.17 S ST-1 RE:943.40 IE:938.52 NE IE:938.35 S IE:938.11 E IE:938.11 W ST-14 RE:942.71 IE:938.57 N IE:938.57 S ST-13 RE:942.69 IE:939.19 S ST-8 RE:942.66 IE:939.16 E ST-9 RE:942.27 IE:938.77 SW ST-3 RE:942.07 IE:936.25 N IE:938.71 W IE:936.25 SE ST-7 RE:941.98 IE:934.75 E ST-4 RE:941.91 IE:934.80 SE ST-15 RE:940.60 IE:936.87 N IE:936.87 W ST-5 4' SUMP W/ SAFL BAFFLE RE:940.39 IE:934.36 NW IE:934.36 W IE:934.36 E IE:934.48 N IE:934.36 S ST-16 RE:939.88 IE:936.50 E IE:936.50 W ST-19 RE:939.87 IE:934.95 E IE:934.95 W ST-11 CONNECT TO TRENCH DRAIN IE:938.50 NST-10 CONNECT TO TRENCH DRAIN IE:938.50 N ST-17 RE:939.86 IE:935.98 E IE:935.98 W ST-18 RE:939.86 IE:935.47 E IE:935.47 W ST-6 CONNECT TO EXISTING STUB IE:933.50 N 136 LF - 15" HDPE @ 0.69% 133 LF - 15" HDPE @ 0.69% 147 LF - 18" HDPE @ 0.69% 63 LF - 18" HDPE @ 0.69% 125 LF - 30" HDPE @ 0.69% 57 LF - 18" HDPE @ 0.69% 65 LF - 15" HDPE @ 0.69% 36 LF - 15" HDPE @ 0.69% 21 LF - 15" HDPE @ 0.69% 6 LF - 15" HDPE @ 0.69% 50 LF - 15" HDPE @ 0.69% 78 LF - 15" HDPE @ 0.79% 215 LF - 15" HDPE @ 0.79% 48 LF - 15" HDPE @ 0.79% 65 LF - 18" HDPE @ 0.79% 65 LF - 24" HDPE @ 0.79% 65 LF - 24" HDPE @ 0.79% 63 LF - 24" HDPE @ 0.79% ME:945.43 ME:945.17 ME:943.91 ME:943.10 ME:943.16 ME:944.40 ME:??? ME:??? ME:941.96 ME:942.29 ME:943.43 ME:943.44 ME:941.76 ME:941.94ME:946.64 ME:945.38 G:943.94 G:944.35 G:944.35 G:944.19 G:944.36 G:943.76 G:943.07 T/G:943.22 G:940.63 G:942.14 G:942.87 G:942.56 G:942.57 G:942.87G:942.35 G:941.97 G:942.18 G:941.94 G:942.03 G:942.07 G:941.91 G:941.92 G:941.10 G:940.97 G:940.95 G:941.02 G:940.86 G:940.86 G:940.48 G:940.35G:940.36 G:940.60 G:940.29 G:940.47 G:942.05 G:940.22 G:941.81 G:941.96 G:941.80 G:941.63 G:941.78 G:941.52 G:941.64 G:942.72 G:942.40 G:942.47 G:943.09 G:942.99 G:943.90 G:943.48 G:943.46 G:943.45 G:943.47 G:943.48 G:943.48 G:943.48 T/G:943.02 T/G:942.89 T/G:943.11 T/G:941.58 T/G:941.59 T/G:943.46 T/G:943.27 T/G:943.65 T/G:944.24 T/G:944.69 T/G:945.20 T/G:945.37 T/G:945.57 T/G:944.07 T/G:943.46 T/G:943.90 T/G:943.96 T/G:943.72 G:942.46 G:941.29 G:943.39 G:945.58 G:946.29 G:944.59 G:944.54 G:943.77 G:942.42 G:941.28 G:943.60 G:943.81G:944.54 G:945.73 G:945.87 G:945.63 G:944.89 G:945.03 G:943.70 G:944.22 G:943.42 G:943.56 G:943.57 G:942.83 G:942.91 G:943.79 G:944.77 G:943.82 G:943.95 943.90 943.90 940.00 940.00 944.00 944.00 944.00944.00 944.00 944.00 944.00 G:943.13 G:943.22 G:942.50 G:942.51 G:943.12 G:943.12 G:942.51 G:942.50 G:943.11 G:943.12 G:942.46 G:942.33 G:942.88 G:943.08 T/G:942.75 T/G:941.96 2.73% 2.59% 1.63% 2 . 3 0% 2.87%1.79 %2.79%1.87% 1.66% 1.31% 1.06%1.38% 2.0 3 %1.06%1.40% 2.63% 2.75 % 2.76% 1.70 %1.43% 2.7 8 %1.10%1.21%2.10%3.03%1.66%1.76 % 2.67% 2.11% 2.30% 3.03%2.95%2.89%2.96%2.83%2.85%2.57%2.28%2.97%2.95%2.40%1.67%1.72%1.86%1.70%1.64%1.39%1.42%1.07%1.77%???25.70%16.96%22.54%4.96% 5.12% 2.00% D 110 LF - 18" HDPE @ 0.69% ST-22 RE:943.09 IE:935.23 NW IE:935.23 S ST-23 STUB IE:935.00 W 136 LF - 18" HDPE @ 1.00% 14 LF - 18" HDPE @ 1.00%ST-25 CONNECT TO EXISTING STUB IE:933.50 SE 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\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg April 27, 2022 - 6:19pm©BYREVISIONSNo.DATEGRADING 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: 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: 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 940.5 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 DATE: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.03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMThis 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg April 27, 2022 - 6:19pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500ORCHARD PLACE -GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNNORTH STOPSTOPSTOP CO COSS-5 DOGHOUSE MH RE:946.46 IE:925.13 E SS-100 CONNECT TO EXISTING STUB DROP STRUCTURE RE:945.69 IE:932.68 E SS-101 CLEANOUT RE:943.16 IE:934.22 E IE:934.22 W SS-4 RE:941.61 IE:929.07 E IE:929.07 W SS-3 STUB IE:932.61 W 154 LF - 8" PVC @ 1.00% 177 LF - 6" PVC @ 2.00% 197 LF - 6" PVC @ 2.00% ELECTRIC SERVICE TRANSFORMER GENERATOR COMPACTOR TELECOMM SERVICE NATURAL GAS SERVICE 6" FIRE WATER SERVICE 4" DOMESTIC WATER SERVICE HYDRANT ASSEMBLY HYDRANT ASSEMBLY CONNECT TO EXISTING WATER STUB W/ 8" GATE VALVE SPLIT WATER SERVICE AT DISTANCE OF 1.5 X THE HEIGHT OF THE BUILDING BEND CONNECT TO EXISTING WATER STUB W/ TEE AND 6" GATE VALVE 6" WATER STUBPROPOSED DRAINAGE AND UTILITY EASEMENT BEND LOT 5 ±6.07 AC PROPOSED GROCERY ± 44,600 SF FFE: 944.00 DOCK FFE: 940.00 LOT 6 ±1.35 AC LOT 7 ±0.67 AC GAS PIPELINE EASEMENT 155TH ST. W PILOT KNOB RD.27 LF - 8" PVC @ 1.00% SS-102 MH RE:943.44 IE:934.49 NE IE:934.49 W PROPOSED DRAINAGE AND UTILITY EASEMENT HYDRANT ASSEMBLY BEND 6" GATE VALVE 4" VALVECO18 LF - 8" PVC @ 1.00% SS-103 WYE RE:935.40 IE:934.67 NE IE:934.67 N IE:934.67 SW SS-104 BLDG SERVICE RE:935.51 IE:934.79 W 12 LF - 4" PVC @ 1.00% SS-105 CONNECT TO GREASE TRAP RE:935.15 IE:934.79 N IE:934.79 S SS-106 CONNECT TO GREASE TRAP RE:935.23 IE:934.86 N IE:934.86 S SS-107 CLEANOUT RE:936.25 IE:934.90 E IE:934.90 S SS-108 BLDG SERVICE RE:935.37 IE:935.00 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg April 27, 2022 - 6:20pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600ORCHARD PLACE- GROCERYLUND FOODHOLDINGS, INC.APPLE VALLEYMNDATE: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. MATZEK03/23/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNACLAJWWDMUTILITY 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 MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22.WATER SIZE/ROUTING IS SUBJECT TO FIRE FLOW ENGINEER. 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 LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) A B C 12 - WLC 7 - DBH 20 - BES 4 - DBH 4 - SGJ 4 - SGJ 11 - KFG 4 - TAU 3 - SGJ 4 - TAU 5 - SGJ 12 - KFG 5 - SGJ 7 - DBH 1 - NPO 12 - WLC 23 - BES 21 - BES 2 - GSL 6 - DBH 5 - TAU 5 - TAU 17 - KFG 1 - NPO 1 - NPO 6 - GLS 7 - GOJ 5 - TAU 7 - DBH 1 - NPO 11 - KFG 11 - KFG 5 - TAU 6 - DBH 13 - PWW 2 - GSL 12 - PWW 16 - KFG 1 - NPO 21 - BES 23 - BES 1 - GSL 2 - GSL 6 - DBH 10 - WLC 1 - Sgm 17 - PWW 17 - PWW 2 - GSL 6 - DBH 2 - GSL 5 - DBH 24 - BES 16 - BES 2 - IHL 6 - DBH 2 - IHL 13 - PWW 12 - PWW 1 - IHL 7 - GOJ 6 - GLS 1 - NPO 11 - KFG 8 - KFG 1 - NPO 3 - GLS 3 - TAU 3 - GOJ 4 - GLS 4 - GLS A A A A A A A A A A A A A A A A B B B B B B B B B B BB BB B B B B B B B B B B B B 4 - DBH 1 - NPO 11 - PWW C C C C C C C C C C C C 4 - NPO 25-131 25-131 25-131 4 - DBH 5 - TAU 5 - TAU 11 - KFG 11 - KFG 1 - PWW 1 - PWW 1 - PWW 2 - BES 2 - BES 2 - BES 2 - BES 1 - PWW 1 - PWW 1 - PWW 2 - BES 1 - PWW 2 - BES 1 - PWW 2 - BES 1 - PWW ALL PLANTS (TREES, SHRUBS, AND PERENNIALS) WITHIN THIS AREA IS PART OF POTENTIAL LOT 6 FUTURE DEVELOPMENT. BED PREPARATION INCLUDING EDGER, PLANTING SOIL AND MULCH TO BE INSTALLED IMMEDIATELY. AMEND SOILS AND MULCH WHEN PLANTS ARE INSTALLED AS NEEDED PER PLANS. SEE SHEET L102 FOR FUTURE LANDSCAPE SCHEDULE. ALL PLANTS (TREES, SHRUBS, AND PERENNIALS) WITHIN THIS AREA IS PART OF POTENTIAL LOT 7 FUTURE DEVELOPMENT. BED PREPARATION INCLUDING EDGER, PLANTING SOIL AND MULCH TO BE INSTALLED IMMEDIATELY. AMEND SOILS AND MULCH WHEN PLANTS ARE INSTALLED AS NEEDED PER PLANS. SEE SHEET L102 FOR FUTURE LANDSCAPE SCHEDULE. MONUMENT SIGN - SEE ARCH. PLANS PILOT KNOB RD.155TH ST. W 8 - WLC 8 - SSG 15 - KFG 8 - SSG 15 - KFG 8 - SSG 19 - KFG 7 - SSG 18 - KFG 7 - SSG 18 - KFG 7 - SSG 18 - KFG 7 - SSG 18 - KFG 18 - KFG 18 - KFG STOPSTOPSTOP STR-208 RE:940.84 IE:933.50 SE IE:933.50 S IE:933.50 N IE:933.20 W STR-207 RE:940.14 IE:932.73 E IE:933.17 S IE:932.73 W STR-205 RE:939.86 IE:932.53 E IE:932.85 N IE:932.53 W OVERSTORY TREES CODE BOTANICAL / COMMON NAME GSL TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN IHL GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` IMPERIAL HONEYLOCUST NPO QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK Sgm ACER X FREEMANII `SIENNA` SIENNA GLEN MAPLE CONIFEROUS SHRUBS CODE BOTANICAL / COMMON NAME GOJ JUNIPERUS VIRGINIANA 'GREY OWL' GREY OWL JUNIPER SGJ JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER TAU TAXUS X MEDIA 'TAUNTONII' TAUNTON'S ANGLO-JAPANESE YEW DECIDUOUS SHRUBS CODE BOTANICAL / COMMON NAME DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE GLS RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC PERENNIALS CODE BOTANICAL / COMMON NAME BES RUDBECKIA FULGIDA 'GOLDSTURM' BLACK EYED SUSAN KFG CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS PWW ECHINACEA X 'PAS702917' POWWOW WILDBERRY CONEFLOWER SSG PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS WLC NEPETA X FAASSENII 'WALKER'S LOW' WALKER'S LOW CATMINT PLANT SCHEDULE PLANT SCHEDULE SEEDING KEYNOTES SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) 25-131 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg April 28, 2022 - 1:46pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100ORCHARD PLACE- GROCERYLUND FOODHOLDINGS, INC.APPLE 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. COOKAS03/23/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNBJABJAMGCLANDSACPE YARD REQUIRED (PILOT KNOB RD.):15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE YARD REQUIRED (155TH ST. W):15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE ISLANDS REQUIRED:7,050 S.F. (2.00%) = 352,540 S.F. * 0.02) LANDSCAPE ISLANDS PROVIDED:7,120 S.F. ISLAND TREE PLANTINGS REQUIRED:47 - 2.5" CAL. TREES = (7,050 S.F. OF ISLAND AREA/150 S.F.) ISLAND TREE PLANTINGS PROVIDED:47 - 2.5" CAL. TREES *CODE REQUIRES THAT THE TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. PER THE FOLLOWING CALCULATION, THE PROJECT SHOULD ONLY BE REQUIRED TO PROVIDE 1.94% OF THE OVERALL CONSTRUCTION COST IN LANDSCAPING: TOTAL LAND AREA = 6.07 ACRES PIPELINE EASEMENT AREA = 1.36 ACRES PIPELINE EASEMENT AREA = 22.4% OF TOTAL LAND AREA 100-22.4 = 77.6% OF THE 2.5% REQUIRED IS 1.94% LANDSCAPE SUMMARY 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.DWG April 28, 2022 - 1:46pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL101ORCHARD PLACE- GROCERYLUND FOODHOLDINGS, INC.APPLE 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. COOKAS03/23/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNBJABJAMGCDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1.5" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 25.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER TO CONFIRM SITE FURNISHINGS SUCH AS PLANTER BOXES, FURNITURE AND WASTE RECEPTACLES. LANDSCAPE NOTES OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE GSL 11 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN B & B 2.5" CAL. IHL 5 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. NPO 12 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 2.5" CAL. Sgm 1 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING GOJ 17 JUNIPERUS VIRGINIANA 'GREY OWL'GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 21 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 41 TAXUS X MEDIA 'TAUNTONII'TAUNTON'S ANGLO-JAPANESE YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING DBH 68 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.4` O.C. GLS 23 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING BES 162 RUDBECKIA FULGIDA 'GOLDSTURM'BLACK EYED SUSAN 18" o.c. KFG 294 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 30" o.c. PWW 104 ECHINACEA X 'PAS702917'POWWOW WILDBERRY CONEFLOWER 24" o.c. SSG 48 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 48" o.c. WLC 42 NEPETA X FAASSENII 'WALKER'S LOW'WALKER'S LOW CATMINT 30" o.c. PLANT SCHEDULE PLANT SCHEDULE OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE GSL 10 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN B & B 2.5" CAL. HCK 4 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 4 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. Sgm 3 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 27 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING DBH 36 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.4` O.C. GLS 24 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING BES 212 RUDBECKIA FULGIDA 'GOLDSTURM'BLACK EYED SUSAN 18" o.c. KFG 76 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 30" o.c. PWW 75 ECHINACEA X 'PAS702917'POWWOW WILDBERRY CONEFLOWER 24" o.c. WLC 47 NEPETA X FAASSENII 'WALKER'S LOW'WALKER'S LOW CATMINT 30" o.c. PLANT SCHEDULE FUTURE WORK AREAS (SUBJECT TO CHANGE)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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\avr - orchard place\lunds and byerlys\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.DWG April 28, 2022 - 1:46pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPESCHEDULEL102ORCHARD PLACE- GROCERYLUND FOODHOLDINGS, INC.APPLE 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. COOKAS03/23/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000004/28/2022AS SHOWNBJABJAMGC LEVEL 1 100' -0" ROOF 120' -6" LEVEL 2 111' -11" T.O. ENTRY ROOF 128' -10" T.O. CAFE ROOF 124' -2" STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP CONCRETE CURB AT PIERS & COLUMN BASES ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR STOREFRONT W/ SPANDREL GLASS STONE VENEER W/ ARCHITECTURAL PRECAST CAP ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR METAL FLASHING @ WALL BASE. DARK BRONZE COLOR. BRICK VENEER ARCHITECTURAL PRECAST PANELS & SILL CAP ARCHITECTURAL PRECAST ACCENT BAND EIFS W/ V-GROOVE REVEALS. PT-1 COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP DECORATIVE STEEL BEAM. PT-2 COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP ALUM SLIDING DOORS W/ VISION GLASS CONCRETE CURB AT PIER & COLUMN BASES BUILDING SIGNAGE CURTAINWALL W/ VISION GLASS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR BRICK VENEER ARCHITECTURAL PRECAST PANELS & SILL CAP ARCHITECTURAL PRECAST ACCENT BAND EIFS W/ V-GROOVE REVEALS. PT-1 COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP ALUM SLIDING DOORS & TRANSOM W/ VISION GLASS ARCHITECTURAL PRECAST PANELS & HEADER CURTAINWALL W/ VISION GLASS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR ALUMINUM DECK RAILING. DARK BRONZE COLOR BUILDING SIGNAGE METAL COPING & TRIM. DARK BRONZE COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR ALUM DOOR W/ VISION GLASS STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP CURTAINWALL W/ VISION GLASS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR METAL COPING & TRIM. DARK BRONZE COLOR MOVEABLE PLANTERS MOVEABLE PLANTERS OUTDOOR FURNITURE FOR REFERENCE SECURITY BOLLARD (3) ROOFTOP UNIT, LOCATION TBD LEVEL 1 100' -0" ROOF 120' -6" LEVEL 2 111' -11" T.O. ENTRY ROOF 128' -10" T.O. CAFE ROOF 124' -2" EIFS W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS BASE. PT-1 COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR CAST CONCRETE TRUCK DOCK APRON W/ REVEALS TO MATCH PRECAST. INTEGRAL COLOR TO MATCH PT-1 METAL COPING & TRIM. DARK BRONZE COLOR OVERHEAD TRUCK DOCK & COMPACTOR DOORS. PT-2 COLOR HOLLOW METAL SERVICE DOOR. PT-1 COLOR GALVANIZED STEEL RAILING @ EXIT DOOR HOLLOW METAL SERVICE DOOR. DARK BRONZE COLOR ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR STOREFRONT W/ SPANDREL GLASS STONE VENEER W/ ARCHITECTURAL PRECAST CAP ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR METAL FLASHING @ WALL BASE. DARK BRONZE COLOR. ROOFTOP UNIT, LOCATION TBD EIFS W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR METAL COPING & TRIM. DARK BRONZE COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP CONCRETE CURB AT PIERS & COLUMN BASES EIFS BASE. PT-1 COLOR ALUM SLIDING DOORS W/ VISION GLASS HOLLOW METAL EGRESS DOOR. DARK BRONZE COLOR DECORATIVE STEEL BEAM. PT-2 COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP CONCRETE CURB AT PIER & COLUMN BASES MOVEABLE PLANTERS BUILDING SIGNAGE LEVEL 1 100' -0" ROOF 120' -6" LEVEL 2 111' -11" T.O. ENTRY ROOF 128' -10" T.O. CAFE ROOF 124' -2" STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP CONCRETE CURB AT PIERS & COLUMN BASES ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR ARCHITECTURAL PRECAST PANELS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR CURTAINWALL W/ VISION GLASS HOLLOW METAL EGRESS DOOR. PT-1 COLOR ROOFTOP UNIT BEYOND EIFS W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR METAL COPING & TRIM. DARK BRONZE COLOR EIFS BASE. PT-1 COLOR BUILDING SIGNAGE EIFS W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR METAL COPING & TRIM. DARK BRONZE COLOR EIFS BASE. PT-1 COLOR BEYOND -CAST CONCRETE FOUNDATION WALL W/ REVEALS TO MATCH PRECAST. INTEGRAL COLOR TO MATCH PT-1 CAST CONCRETE SCREEN WALL W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR METAL COPING & TRIM. DARK BRONZE COLOR BEYOND -CAST CONCRETE FOUNDATION WALL W/ REVEALS TO MATCH PRECAST. INTEGRAL COLOR TO MATCH PT-1 CAST CONCRETE SCREEN WALL W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS ACCENT BAND. PT-1 COLOR CAST CONCRETE FOUNDATION WALL W/ REVEALS TO MATCH PRECAST. INTEGRAL COLOR TO MATCH PT-1 METAL COPING & TRIM. DARK BRONZE COLOR ROOFTOP UNIT, LOCATION TBD LEVEL 1 100' -0" ROOF 120' -6" LEVEL 2 111' -11" T.O. ENTRY ROOF 128' -10" T.O. CAFE ROOF 124' -2" CURTAINWALL W/ VISION GLASS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR ARCHITECTURAL PRECAST PANELS BUILDING SIGNAGE METAL COPING & TRIM. DARK BRONZE COLOR BRICK VENEER ARCHITECTURAL PRECAST PANELS & SILL CAP ARCHITECTURAL PRECAST ACCENT BAND EIFS W/ V-GROOVE REVEALS. PT-1 COLOR ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR CURTAINWALL W/ SPANDREL GLASS EIFS W/ V-GROOVE REVEALS. MATCH BRICK COLOR EIFS BASE. PT-1 COLOR EIFS ACCENT BAND. PT-1 COLOR EIFS W/ V-GROOVE REVEALS. PT-1 COLOR CAST CONCRETE TRUCK DOCK APRON W/ REVEALS TO MATCH PRECAST. INTEGRAL COLOR TO MATCH PT-1 METAL COPING & TRIM. DARK BRONZE COLOR OVERHEAD TRUCK DOCK & COMPACTOR DOORS. PT-2 COLOR ALUMINUM DECK RAILING. DARK BRONZE COLOR ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR CURTAINWALL W/ VISION GLASS ALUMINUM COMPOSITE PANELS. DARK BRONZE COLOR STONE VENEER PIERS W/ ARCHITECTURAL PRECAST CAP ARCHITECTURAL PRECAST PANELS METAL COPING & TRIM. DARK BRONZE COLOR ALUM DOOR W/ VISION GLASS OUTDOOR FURNITURE FOR REFERENCE MOVEABLE PLANTERS ROOFTOP UNIT, LOCATION TBD consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 3/21/2022 9:53:48 AMC:\Revit Projects\R21_8164.00 LUNDS & BYERLYS, APPLE VALLEY, MN_AmeliaK-SHEA.rvt8164.00 AK JS EXTERIOR ELEVATIONS -COLOR A210c © 2021 shea, inc. PLANNING SUBMITTAL 2022-03-21 LUND FOOD HOLDING, INC. 4100 WEST 50TH STREET EDINA, MN 55424 LUNDS & BYERLYS - ORCHARD PLACE 157TH STREET W & PILOT KNOB ROAD APPLE VALLEY, MN 55124 SCALE: 1/8" = 1'-0"A210c 1 EXTERIOR ELEVATION - SOUTH (PRES) SCALE: 1/8" = 1'-0"A210c 2 EXTERIOR ELEVATION - WEST (PRES) SCALE: 1/8" = 1'-0"A210c 3 EXTERIOR ELEVATION - NORTH (PRES) SCALE: 1/8" = 1'-0"A210c 4 EXTERIOR ELEVATION - EAST (PRES) no. date issued for 10 South Eighth Street Minneapolis, MN 55402 t 612_339_2257 sheadesign.com © 2021 shea, inc. LUNDS & BYERLYS -APPLE VALLEY 03/21/20228164.00 SOUTH VIEW 10 South Eighth Street Minneapolis, MN 55402 t 612_339_2257 sheadesign.com © 2021 shea, inc. LUNDS & BYERLYS -APPLE VALLEY 03/21/20228164.00 EAST VIEW 10 South Eighth Street Minneapolis, MN 55402 t 612_339_2257 sheadesign.com © 2021 shea, inc. LUNDS & BYERLYS -APPLE VALLEY 03/21/20228164.00 NORTH VIEW 10 South Eighth Street Minneapolis, MN 55402 t 612_339_2257 sheadesign.com © 2021 shea, inc. LUNDS & BYERLYS -APPLE VALLEY 03/21/20228164.00 WEST VIEW _____2 A210 _____4 A210 _____3 A210 _____1 A210 1 2 3 4 5 6 7 8 9 10 A B C D E 4.9 F 4.83.93.6 7.9 8.2 8.4 8.9 A.8 B.9 C.5 E.6 6.9 1 A321 _____2 A321 _____3 A321 _____ 2 A320 _____ 5 A320 _____6 A320 _____ 3 A320 _____ 1 A323 _____ 6 A322 _____ 4 A322 _____ 2 A322 _____1 A322 _____4 A321 _____5 A321 _____ 4 A323 _____ 5 A322 _____ 3 A322 _____ 4 A320 _____ 2 A323 _____ 3 A323 _____ 5 A323 _____ 6 A323 _____ AA A.7 A.9 4.2 4.5 10'-0"14'-0 1/4"5'-0 1/4"3'-0"11'-0"RTU-1 2,500 LBS 144"x96"x70" RTU-2 2,500 LBS 144"x96"x70" RTU-3 2,500 LBS 144"x96"x70" RTU-4 2,500 LBS 144"x96"x70" RTU-5 2,500 LBS 144"x96"x70" RTU-6 2,500 LBS 144"x96"x70" RTU-7 2,500 LBS 144"x96"x70" RTU-8 2,500 LBS 144"x96"x70" MUA-1 4,000 LBS 214.25"x53"x49" AC-1 16,000 LBS 144"x96"x120" REF COOLER 6,000 LBS 178"x96"x100" CU-3 CU-2CU-1 EF-1 1 A310 _____ 1 A310 _____ 2 A310 _____ 2 A310 _____ 3 A310 _____ 3 A310 _____ 5 A310 _____ 5 A310 _____ 6 A310 _____6 A310 _____ .1 5.3 G E.8 E.4 D.9 D.3 A.2 5.84.7 F.2 3.42.9 4.1 4.6 5.2 5.61/8" PER FOOT SLOPEROOF DRAIN & OVERFLOW. CENTER ON TOWER ROOF 9'-4"2'-0"10'-1"9'-7"31'-10"14'-11"30'-8"22'-2 1/2"8'-1 1/2"2'-8"3'-0 1/2"14'-7 1/2"3'-9" 1'-11 1/2" 8'-1 1/2"6"8'-1"22'-8 1/2"9'-2 1/2"35'-0"32'-0"15'-2"23'-4"21'-8" 1'-8"16'-4"5'-10 1/2"5'-4"2'-9"15'-3"7'-5 1/2"1'-4"1'-8 1/2"1'-8"2'-1"1'-2"28'-10"3'-2"5'-10"9'-4"20'-0"3'-4" 9'-10"2'-0" 1'-0"1'-0"20'-8"22'-5"40'-0"31'-6"43'-6"5'-10"14'-10"4'-0"18'-5"1'-1"18'-5"26'-4"17'-2"ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW ROOF DRAIN & OVERFLOW 14'-5 1/2"2'-0" BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION, TYP. _____6 A210 _____5 A210 _____8 A210 _____9 A2 1 0 _____10 A210 _____7 A210 1'-0"1'-0" ELEVATOR SHAFT ROOF _____ A410 1 _____6 A210SIM1/8" PER FOOT SLOPE1/8" PER FOOT SLOPESEE PLAN FOR ENLARGEMENT @ STOREFRONT BELOW ROOF ACCESS IN WALL BELOW. SEE EQUIPMENT PLATFORM PLAN FOR LOCATION OUTDOOR MEZZANINE DECK BELOW ROOF DRAIN. ROUTE PIPE DOWN CANOPY COLUMN BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION, TYP. BUILT-UP ROOFING SYSTEM OVER SLOPED STRUCTURE, TYP. BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION, TYP. BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION, TYP. BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION, TYP. 1 A523 _____ DECORATIVE STEEL BEAM & PIERS BELOW OVERFLOW SCUPPER AT PARAPET SCREEN WALL BELOWSCREEN WALL BELOW _____2 A523 _____3 A523 _____3 A523 _____3 A523 _____3 A523 _____3 A523 4 A523 _____ ROOF DRAIN. ROUTE PIPE DOWN CANOPY COLUMN consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 3/21/2022 9:55:14 AMC:\Revit Projects\R21_8164.00 LUNDS & BYERLYS, APPLE VALLEY, MN_AmeliaK-SHEA.rvt8164.00 AK JS ROOF PLAN A180 © 2021 shea, inc. PLANNING SUBMITTAL 2022-03-21 LUND FOOD HOLDING, INC. 4100 WEST 50TH STREET EDINA, MN 55424 LUNDS & BYERLYS - ORCHARD PLACE 157TH STREET W & PILOT KNOB ROAD APPLE VALLEY, MN 55124 SCALE: 1/8" = 1'-0"A180 1 ROOF PLAN no. date issued for # Date CommentsChecked By:Scale:RevisionsPage M of 1Date:4/28/2022Orchard PlaceSite LayoutDrawn By: Daniel BudkeLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. WattsCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinGround_PlanarIlluminancFc3.1023.80.0N.A.16AASINGLE0.810GLEON-AF-10-LED-E1-5WQ558N.A.11BBSINGLE0.910GLEON-AF-10-LED-E1-T4W5583WP2SINGLE0.910GLEON-AF-10-LED-E1-T2-WM558MH: 33AAAAMH: 33AAMH: 33AAMH: 33MH: 33AAAAMH: 33AAMH: 33AAMH: 33AAMH: 33MH: 33AAMH: 33AAAAMH: 33MH: 33BBBBMH: 33BBMH: 33BBMH: 33BBMH: 33MH: 33BBMH: 33AAAAMH: 33AAMH: 33AAMH: 33WP2MH: 18MH: 18WP2MH: 18WP2BBMH: 33MH: 33BBBBMH: 33BBMH: 33MH: 33BB0.2 0.2 0.2 0.2 0.2 0.2 0.10.10.20.20.20.20.20.20.20.20.20.00.2 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3.3 3.2 3.1 3.1 3.1 3.2 3.43.43.73.33.9 4.0 3.9 3.8 3.7 3.7 3.7 3.83.13.617.92.7 2.5 1.5 1.7 3.7 7.2 10.8 14.8 18.53.420.63.613.9 10.2 6.9 4.0 2.6 2.3 2.4 2.7 3.021.012.63.82.4 2.3 2.2 2.0 1.8 1.6 1.4 2.33.08.73.515.7 18.8 21.0 20.8 18.4 15.1 12.1 8.40.74.80.13.4 3.1 2.7 2.4 1.9 1.6 1.3 1.1 0.82.60.12.60.1 0.1 0.1 0.1 0.1 0.2 0.3 1.4 3.10.04.72.51.7 3.8 4.0 3.5 3.2 3.1 3.0 2.90.44.60.31.4 2.0 2.6 3.1 3.5 3.7 3.9 3.9 4.03.31.64.7 4.9 4.9 4.9 4.7 4.4 4.0 3.5 3.00.62.03.51.3 1.00.0 0.1 0.1 0.1 0.1 0.2 0.22.40.21.8 1.5 1.2 0.90.0 0.1 0.1 0.1 0.13.80.23.10.2 0.4 1.6 3.8 4.0 3.3 2.8 2.62.30.14.42.53.4 3.5 3.6 3.9 4.1 4.2 4.4 4.52.24.52.64.2 4.1 4.2 4.4 4.4 4.3 4.1 3.9 3.63.74.61.52.80.1 0.1 0.1 0.2 0.7 1.3 1.7 1.80.11.60.01.4 1.2 1.0 0.8 0.7 0.8 1.2 1.54.91.71.92.7 2.7 2.8 2.8 2.7 2.6 2.6 2.5 2.30.12.04.01.7 1.5 1.3 1.0 0.8 0.60.0 0.0 0.02.22.12.02.0 2.0 2.1 2.1 2.2 2.2 2.3 2.32.02.12.02.0 1.9 1.8 1.6 1.5 1.4 1.2 1.05.82.21.64.8 4.7 3.7 2.7 2.2 1.9 1.7 1.6 1.52.01.52.51.6 1.7 1.7 1.8 1.9 1.9 1.9 2.0 2.01.51.22.63.2 3.2 3.1 3.0 2.8 2.6 2.3 2.03.31.43.30.9 0.70.0 0.0 0.1 0.1 0.1 0.1 0.11.72.72.2 2.3 2.5 2.6 2.8 2.8 2.8 2.8 2.83.32.70.32.8 2.9 3.0 3.1 3.2 3.2 3.3 3.3 3.32.82.35.2 3.3 2.4 1.9 1.9 1.9 2.0 2.1 2.10.12.211.72.3 2.3 2.4 2.4 2.4 2.4 2.4 2.54.92.21.12.61.0 2.2 2.6 2.4 2.2 2.0 1.9 1.87.31.39.31.1 1.6 3.1 5.4 7.6 9.5 12.5 14.8 14.50.11.66.16.65.9 5.8 5.6 5.4 5.2 5.1 5.1 5.45.75.95.56.4 6.5 6.5 6.4 6.4 6.2 6.2 6.44.65.64.20.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 2.75.94.66.64.8 5.0 4.4 4.8 10.6 19.7 23.02.6 5.44.15.36.65.2 5.3 4.5 4.5 8.8 16.4 20.92.55.95.24.85.4 5.5 5.5 5.3 5.1 5.0 4.9 4.9 5.15.10.06.4 6.0 5.3 4.7 3.9 3.1 2.5 2.0 1.54.80.01.20.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 2.71.20.10.06.7 6.3 5.6 4.4 3.3 2.4 1.9 1.57.10.17.20.1 0.1 0.2 0.2 0.3 0.4 0.6 1.0 2.01.26.36.0 6.0 6.0 5.9 5.8 5.6 5.5 5.6 5.77.06.23.86.5 6.6 6.6 6.7 6.6 6.5 6.6 6.9 7.26.06.76.5 6.6 6.6 6.6 6.5 6.4 6.5 6.7 6.93.56.85.86.3 5.7 5.0 4.1 3.2 2.5 2.0 1.55.86.95.80.04.2 4.5 4.2 4.8 10.8 20.3 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0.4 0.3 0.3 0.3 0.20.00.50.40.80.2 0.2 0.2 0.2 0.3 0.3 0.3 0.30.50.30.50.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.50.10.30.40.81.0 1.0 0.9 0.9 0.8 0.8 0.7 0.61.00.51.00.4 0.30.0 0.0 0.0 0.0 0.0 0.0 0.00.60.90.20.7 0.7 0.8 0.8 0.8 0.9 0.9 0.91.00.90.00.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00.90.70.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.60.00.60.20.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.70.60.20.60.1 0.1 0.1 0.2 0.2 0.3 0.3 0.30.30.20.30.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.20.00.20.25 fc2.5 fc1 fc0.5 fc I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 18, 2022 S E C T I O N:L and Use / Action I tems Description: Goze Retaining Wall - P C22-09-V S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: Rosario and Anthony Goze P roject Number: P C22-09-V/2022-144L Applicant Date: 5/9/2022 60 Days: 7/8/2022 120 Days: 9/6/2022 AC T I O N RE Q UE S T E D: Recommend approval of the variance to allow retaining walls to be constructed less than five feet (5') from the rear property line at 13488 Georgia C ourt, based on the findings listed below and subject to the conditions listed below: Findings: 1. Rosario and Anthony Goze wish to replace an existing retaining wall system that is failing along their rear property line. 2. T he G ozes state that the wall was existing on the property when they purchased the property. 3. T he rear yard slope needs to be stabilized to manage erosion of the hill into the petitioner's property. 4. T he variance is needed to allow the wall to be properly positioned along the rear of the property. Conditions: 1. No work may begin until a building permit has been issued for the wall construction project. 2. T he owners shall submit to the Building Official a Special Inspection Agreement for a Special Inspector to confirm certain portions of the work required by the Engineer of record comply with the engineered drawings. 3. No work may begin until a Natural Resources Management Permit (N RMP) has been issued for the project. 4. A License to Encroach Agreement shall be executed to allow the placement of the retaining wall within a drainage and utility easement. 5. Owners shall construct and complete all inspections as required by the building permit and N RMP. S UM M ARY: Rosario and Anthony Goze own the property at 13488 G eorgia C ourt. T he property backs up to the Greenleaf Elementary School property which is heavily wooded and contains a large hill sloping towards the petitioner's property. T he petitioners had a modular block retaining wall that was failing that they wanted to replace with a new wall. T he existing modular wall was removed in 2020 and work began to install the new wall system without a building permit or natural resources management permit (N RMP). A stop work order was issued by the City until a building permit could be issued. Temporary steps were taken to stabilize the slope, but the site has not been fully repaired and restored. T he building code requires that a structural engineer must design the wall specific for the site conditions before the building permit could be issued. An initial letter was submitted by a structural engineer that vaguely outlined how the wall could be installed on the site. T hat letter was rejected as as an insufficient plan. Not enough information was provided concerning the materials needed for the subbase, tie backs, wall heights, wall distances and drainage systems. T he Gozes have now submitted the information needed to proceed to obtain a building permit. However, the walls are closer than five feet from the rear property line, which requires a variance. Sect. 155.333(4)(a) of the zoning code states that certain structures, including landscape structures such as retaining walls, must be set back a minimum of five feet (5') from the rear property line. T he petitioners request a variance to replace the existing walls with a new wall system. A rear yard fence and part of the wall system encroaches onto the IS D 196 property to the west. T he Gozes obtained an easement from the School District for the fence and wall encroaching onto the school property in 2021. T he structural engineer provides plans for the new V-Interlock wall system. Each of the blocks are 2' x 2' x 6' and weigh 3,600 pounds each. T he plans that have now been submitted were designed for the site by a structural engineer. T he issued plans provide specific technical instructions for the geogrid, backfill material, and drainage system to ensure the walls properly stabilize the slope. B AC K G RO UND: Findings for a Variance: In order to grant a variance, the City must find that the property owner has a "practical difficulty" that prevents him/her from complying with the requirements of the zoning code. A practical difficulty is defined as follows: T he applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of the code; T he plight of the applicant is due to circumstances unique to the property not created by the applicant; and T he variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties. In this case, the request for the variance will allow the property owners to properly stabilize their rear yard and prevent further erosion and damage. T he failing wall and its current location were not circumstances created by the owners. Instead, they are requesting a variance to fix an existing problem on the property which is a reasonable use of the property. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Map Plan S et Photo Greenleaf Elementary SchoolSITE CEDAR AVEGALAXIE AVE132ND ST W MCANDREWS RD GEORGIA DR135TH ST WCEDAR AVE SB RAMPHIGHWAY 77 SERVICE RD131ST CIRGLASGOW LNGARRETT AVEGEMSTONE CTMCANDREWS RD RAMPFAIRLAWN AVEGARDENIA PATHGEYSER PATHGARDENIA CTGARNET AVEG ALLERI APLGENEVAWAYCEDARAVENB RAMP GEORGIA CIRGAMMA WAY GALLERIACTGALENA WAY GLENHAVEN CTG O SS AMERWAYGRAND OAK CTG E O R G I ACTFAIRLAWNCTUPPER 136TH ST W 133RD ST W GARVIN BRO O KLNCEDAR AVE NB RAMPMCANDREWSRDRAMPCEDAR AVEUP PER 136TH ST W 550 0 550275 Feet GOZE RETAINING WALL VARIANCE µ LOCATION MAP ^ SITE Existing Fence GEORGIA CT75 0 7537.5 Feet GOZE RETAINING WALL VARIANCE µ AERIAL SITE PHOTO ^ SITE CEDAR AVE132ND ST W GALAXIE AVEGEORGIA DR135TH ST WHIGHWAY 77 SERVICE RDGLASGOW LNGARRETT AVEGEMSTONE CT131ST CIRGARDENIA PATHGEYSER PATHGARDENIA CT GAMMA WAY GENEVA WAYGALLERIA PLGARNET AVEGEORGIA CIRGALENA WAYGALLERIA CTGRAND OAK CTMCANDREWS RD RAMPGEORGIA CTUPPER 136TH ST W GA MM A WAY CEDAR AVEUPPER 136TH ST W P R-3 R-5 R-3 R-3 R-1 R-3 R-3 R-3 R-CL M-3C M-3AM-4A M-3C R-CL R-CL µ GOZE RETAINING WALL VARIANCE ZONING MAP Ê 4.5 02.25 Miles 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 18, 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, 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. Wednesday, J une 15, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, May 18, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, J une 1, 2022. Next City Council Meetings: T hursday, May 26, 2022 - 7:00 p.m. T hursday, J une 16, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A 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 18, 2022 S E C T I O N:Other Business Description: Forecasting S taff Transitions S taff Contact: B ruce Nordquist, Community Development Director Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Community Development Director Bruce Nordquist will provide an update on upcoming staff transitions. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A