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HomeMy WebLinkAbout12/15/2021 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. December 15, 2021 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 November 3, 2021, Regular Meeting 4.Public Hearings A.U-Haul Apple Valley C onsider request to amend Planned Development 254, Rezone the property from Planned Development 254 Zone 1 to Planned Development 254 Zone 2, amend a C onditional Use Permit for Exterior Storage, and Site Plan/Building Permit Authorization for a 12,230 sq. ft. addition. Location: 6895 151st St W Petitioner: U-Haul Apple Valley B.C owboy J acks PD-290 Amendment C onsider request to amend Planned Development 290 to reduce the building setback from 30' to 20'. Location: 14998 Glazier Ave Petitioner: AVC LLC 5.Land Use / Action Items A.Apple Valley Industrial - Opus Development C onsider request for a site plan and building permit authorization for a 112,1700 sq. ft. speculative building. Location: Northwest corner of J ohnny Cake Ridge Road and 147th St. W. Petitioner: Opus Development B.Tempo Homes Detached Garage Variance - (PC 21-33-V) C onsider variance to reduce setback from Galaxie Avenue from 40' to 32' for 624 sq. ft. detached garage. Location: 12889 Forest C ourt Applicant: Tina Tran/C alvin Tran, Tempo Homes 6.Other Business A.T he Planning C ommissioner's Guide B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, J anuary 5, 2022 - 7:00 p.m. Planning Commission - Wednesday, J anuary 19, 2022 - 7:00 p.m. C ity Council - Tuesday, December 21, 2021 - 7:00 p.m. C ity Council - T hursday, J anuary 13, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 15, 2021 S E C T I O N:Consent A genda Description: A pprove Minutes of November 3, 2021, 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 November 3, 2021. 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 November 3, 2021 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Burke at 7:00 p.m. Members Present: Tim Burke, Jodi Kurtz, David Schindler, Paul Scanlan, Keith Deikmann, Philip Mahowald, Becky Sandahl Member(s) Absent: None City staff members attending: Community Develo pment Director Bruce Nordquist, Planner Kathy Bodmer, Planner Alex Sharpe, Water Resource Specialist Samantha Berger, Natural Resources Coordinator Jessica Schaum, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Burke asked if there were any changes to the agenda – None. MOTION: Commissioner Kurtz moved, seconded by Commissioner Diekmann, approving the agenda. Roll call vote: Ayes - 7 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Kurtz moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of October 20, 2021 and the 2022 Planning Commission Schedule. Roll call vote: Ayes – 7 – Nays – 0. 4. PUBLIC HEARING A. Ordinances Amending “SH” (Shoreland Overlay) Zoning District Chair Burke opened the public hearing. Planner Kathy Bodmer presented the staff report. Water Resource Specialist Samantha Berger presented a brief presentation. Resident and Long Lake Homeowners Association President Paul Habegger (5597 133rd St. Ct.) stated he supported the amendment. He mentioned that residents were contacted CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 3, 2021 Page 2 of 6 proactively by Natural Resources staff and provided with a great amount of information regarding the ordinance amendment. He also mentioned how helpful it was to be able to have a neighborhood meeting with Natural Resources staff to further discuss. Resident and Farquar Lake Homeowners Association President Bill Sherry (4855 Dominica Way) stated that he also supported the ordinance amendment and that he hopes that after the ordinance is enacted, that the City should require developers to do more than meet minimum requirements of their zoning district. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler, approving the ordinance amending City Code Chapter 155 (Zoning) concerning “SH” (Shoreland Overlay) zoning district. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler, approving the amendment to zoning map for 11 properties abutting Keller Lake. Roll call vote: Ayes – 7 – Nays – 0. B. U-Haul Request to Amend Planned Development 254, Conditional Use Permit for Exterior Storage, and Site Plan/Building Permit Authorization Chair Burke opened the public hearing. Planner Sharpe presented the staff report. Chair Burke asked if the height for this site were to be changed, would all buildings in this area be able to add on to their buildings. Planner Sharpe advised that yes, once the building coverage is affected, all buildings in the Planned Development would be allowed to do the same and if it is above 0.2 of an acre, they would need some type of stormwater management. Chair Burke asked if any of the buildings currently have stormwater management. Planner Sharpe advised that none of the properties currently do. Chair Burke mentioned that in that case, changing the height could be an improvement for the area. Commissioner Kurtz asked if other buildings nearby would be able to add on to their building height. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 3, 2021 Page 3 of 6 Planner Sharpe advised that the change would only be for this development. Commissioner Kurtz asked what the applicant is planning to use the extra height for. Planner Sharpe responded that the applicant can answer best. Commissioner Scanlan asked what the purpose of the awning between the two buildings is. Planner Sharpe advised that the City only allows one principal building per lot and the awning allows it be considered as one single entity. The awning must also remain open to allow for fire vehicle access. The petitioner, Ryan Anderson, was present and gave a brief presentation. Mr. Anderson advised that the extra height is needed in order to be able to stack four U- Boxes high in the building. Chair Burke asked if it would be possible to stack only three high in the building. Mr. Anderson advised that U-Haul would be best to answer but that with the cost of construction, land, etc., U-Haul has determined that stacking four high is the most feasible option. Commissioner Mahowald asked that elevations be provided at the next meeting showing what the building would look like from the south, east, and west. Chair Burke also requested elevations showing different height options for the building. With no further comments, Chair Burke closed the public hearing. 5. LAND USE A. Chick-fil-a Canopy Variances Planner Bodmer presented the staff report. Chair Burke asked what the purpose of the staff under the canopy proposed for the west side of the building would be as there is no door there. Planner Bodmer advised that there is a door on the west side of the building. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 3, 2021 Page 4 of 6 Commissioner Diekmann advised that he would be in favor of adding a 5th condition to require the canopy posts to be cladded in a brick material consistent with the building. Commissioner Scanlan asked if the variances done for this outlot could affect any future projects for similar lots. Planner Bodmer advised that all variance requests must be evaluated on their own merit. Now that restaurants are becoming more reliant on drive-thru service, staff is comfortable with these types of variances. Commissioner Scanlan asked if the temporary work shelters would be disappearing once the canopies are up. Planner Bodmer advised that the architect would better know this answer though it could be added as a condition. Commissioner Schindler asked if the menu boards would be removed. Planner Bodmer advised they would not be removed and that the canopy would be before the menu boards. Staff typically takes orders outside before reaching the menu boards so the canopies would provide shelter for these employees. The vehicles would then pick up their order at the pick up area on the west side. The applicant was available virtually but due to technical difficulties was not easily understood. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, to approve a variance to reduce the setback from 153rd Street West from 40’ to 10’ to construct 1,280 sq. ft. canopy over the double drive-thru lanes subject to findings (1 through 7) and conditions (1 through 4) with the addition of a 5th condition requiring the posts to be cladded in brick material. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, to approve a variance to reduce the setback from Cedar Avenue from 50’ to 21’ to construct 768 sq. ft. canopy over the meal pick up area subject to findings (1 through 7) and conditions (1 through 4). Roll call vote: Ayes – 7 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 3, 2021 Page 5 of 6 B. Planning Commission Animal Ordinance Recommendations CD Director Nordquist and Planner Sharpe presented the staff report; referring in great detail to the staff report and with a supporting power point that reviewed the process of review of the subject in 2021. Commissioner Schindler asked if the Agricultural Zone allowed chickens. CD Director Nordquist advised that they can have chickens and any other farm animal. Commissioner Schindler stated that he is comfortable with the ordinance remaining as is. Commissioner Diekmann recommended keeping it as is as well, stating that Apple Valley already allows chickens in Agricultural Zones. Commissioner Scanlan advised that he also would like the ordinance to remain the same. Chair Burke stated that the lot size difficulty and inconsistent terrain make keeping chickens difficult. Commissioner Sandahl stated that chickens are already allowed in the Agricultural Zone and do not need to be allowed in any other zones. Commissioner Mahowald agreed with the other commissioners. Commissioner Kurtz also stated the ordinance should remain the same. MOTION: Chair Burke moved, seconded by Commissioner Kurtz, to recommend the keeping of chickens in properties zoned for agricultural use. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Diekmann, to recommend a minimum side and rear setback of 30’ for a coop and run should the keeping of chickens be approved by City Council. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Burke moved, seconded by Commissioner Schindler, to recommend a minimum residential lot size of 40,000 sq. ft. should the keeping of chickens be approved by City Council. Roll call vote: Ayes – 7 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 3, 2021 Page 6 of 6 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, December 1, 2021, 7:00 p.m. The next City Council meeting is Thursday, November 9, 2021, 7:00 p.m. 7. ADJOURNMENT Hearing no further comments from the Planning Staff or Planning Commission, Chair Burke asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, to adjourn the meeting at 9:49 p.m. Roll call vote: Ayes – 7 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 12/15/2021 . Tim Burke, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 15, 2021 S E C T I O N:P ublic Hearings Description: U-Haul A pple Valley S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: U-Haul A pple Valley P roject Number: P C21-19-B Applicant Date: 9/6/2021 60 Days: 12/5/2021 120 Days: 2/3/2022 AC T I O N RE Q UE S T E D: Open the public hearing for the Planned Development amendment, and rezoning, receive comments and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing, however as this item has previously had a public hearing, if the C ommission concurs, staff is recommending the Planning Commission recommend the following actions for Lot 1, Block 1, U-Haul Apple Valley Addition, subject to conditions: 1. Amend Planned Development 254 Zone 2 to allow for "Self Storage Facilities" and increase the total building coverage from 30% to 40% per the draft ordinance amendment. 2. Rezone Lot 1, Block 1, U-Haul Apple Valley Addition from PD-254 Zone 1, to PD-254 Zone 2 per the draft ordinance amendment. 3. Amend Resolution No. 1999-248 approving a C onditional Use Permit for Exterior Storage for U-Haul Apple Valley subject to the following conditions: 1. All exterior storage shall occur in conformance with the site plan dated December 12, 2021. 2. Storage of vehicles or trailers for rent shall be stored on site at all times. Storage on C ity streets at any time is prohibited. T his includes temporary daytime parking for all rental equipment. 3. Customer vehicle storage shall no longer be permitted on site, in conformance with the site plan dated December 12, 2021. 4. A total of 71 parking spaces are provided for rental vehicles and employee parking, rental vehicles or trailers shall not be stored in drive lanes or exceed the total parking space count or be stored outside of these designated storage areas. 5. T he site drive lanes shall be kept clear at all times to ensure emergency vehicles can traverse the site. 6. All exterior storage shall be screened from off site view through vegetation or an opaque fence of 6' in height. 7. T he C onditional Use Permit shall be revoked for cause if the terms of (1) through (6) above are not adhered to. 8. If the C onditional Use Permit resolution is not filed with Dakota C ounty within one year of the final date of approval, the approval shall lapse. 9. All conditions of resolution 1999-248 are hereby amended to conditions (1) through (8) above. 4. Approve a Site Plan and Building Permit A uthorization for a 12,230 sq. ft. structure addition subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plan dated October 14, 2021, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement; 3. Construction shall occur in conformance with the landscape plans dated December 12, 2021, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 1.5% landscaping requirement at the time of building permit application. 4. Construction shall occur in conformance with the elevation plan dated December 12, 2021. 5. Customers shall not access their U-Boxes on site as the site is unable to accommodate the additional traffic from the building addition if users are able to access their U-Box on site. 6. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 7. 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. 8. Construction shall be in conformance with lighting requirements in the city code. 9. 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. 10. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. 11. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the C ity. 12. A bike rack in front of the building at a location that will not impede use of any sidewalk. 13. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 14. 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. 15. Subject to all conditions outlined in the C ity Engineer's memo dated 10/27/2021. 16. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations . In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the C ity or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such C ity completion to be charged against the financial guarantee. 17. T he ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the C it y. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. S UM M ARY: U-Haul has applied for a sketch plan review to add a 12,230 sq. ft. building addition at their current site located at 6895 151st St. W. T he 3.08 acre site is located in the southeast corner of Galaxie and 150th/C SA H 42. U-Haul currently operates a self-storage, vehicle/equipment rental, and exterior storage area for customer vehicles on the site. T he applicant previously brought this project before the Planning Commission as a sketch plan in J une 2021 and a public hearing was held on November 3, 2021. T he applicant has amended their original application and is now seeking to rezone the property from PD-254 Zone 1 to P D 254 Zone 2. Staff supported this amendment as it addressed concerns that any text amendments to the zone would affect multiple properties. P D-254 Zone 2 currently exists within the zoning code, but there are not any properties within Zone 2. Zone 2 currently allows for a total height of 40', which was the height the applicant was seeking for the proposed building addition. T he zone required two minor amendments. One to allow self-storage facilities, a use similar to those already permitted within the zone, and to increase the total building coverage from 30% to 40%. As noted at the prior public hearing, the total building coverage regulates the intensity of use on the site, but does not affect the stormwater requirements. T he proposed building is for the storage of a U-Haul product called a U-Box. T he U-Box product is similar to a P O D product already in the market. T he product is dropped off at a customer location where they fill the box with items they seek to store. T he U-Box is then picked up by U-Haul and stored in their building. To access their items, the customer must request that the U-Box be delivered to a suitable location and may not be accessed on site. T he inability to access the stored customer materials on site is the primary difference between this product and a full self-storage facility. A condition of approval is that U-Boxes shall not be accessed by customers on site. Several actions are required for this project, which are outlined in the requested actions portion of the staff report. B AC K G RO UND: Site P lan T he plan proposes to add an additional 12,230 sq. ft. structure to the western side of the lot where exterior storage of customer vehicles is the current use. T he site accesses would remain on 151st and all truck maneuvering will be required to occur on site. An auto-turn drawing was requested by staff demonstrating that the semis transporting the U-Boxes do not utilize public right-of-way (RO W) for maneuvering. All unloading of these vehicles is contained within a screened area in the southwest corner of the site. Zoning T he site is zoned PD-254 Zone 1, a rezoing to Zone 2 allows for additional building height and minor amendments to the zone allow the use and building coverage. A C onditional Use Permit (C UP) was previously granted for the exterior storage of customer and rental vehicles in 1999.T he recommended actions amend the C UP issued in 1999 replacing all conditions. T he exterior storage of customer vehicles such as RVs, boats, etc. are no longer permitted on site. Additionally, conditions were added noting the locations permitted to store rental vehicles and trailers and that at no time may vehicles be stored within the public right-of- way. T he current building coverage is approximately 30%. A PD amendment is requested that would allow for a 40% building coverage, an increase from the current allowed building coverage of 30%. As noted previously, the building coverage regulates the intensity of use on the site, but does not address or improve stormwater management. T he project is required to install underground stormwater management, which is an improvement to the current conditions. T he front setback is required to be 30', and side setback is 10', both of which are met. PD-254 and the regular zoning code do not allow multiple principal structures on the site. To allow these structures to be considered a single entity a roof structure, connecting the two is required. T he applicant is proposing a 50' wide roof section connecting the two and creating a single structure by code. T his roof is required to be at a height where a fire truck can pass underneath and will require additional fire rating. T he applicant is also requesting a rezoning from P D-254 Zone 1 to P D-254 Zone 2. Zone 2 is an existing zone within the C ity C ode, however, there are currently no properties with this designation. Staff and the applicant have worked together to mitigate concerns about a total building height for the proposed addition. Zone 2 already allows for a total building height of 40', which is the minimum height the applicant has stated is required for the structure. By rezoning to Zone 2, the C ity is able to review any future requests for a more intensive use within the zone through a rezoning application. T his mitigates concerns about the proposed zoning amendments affecting multiple properties. P arking T he site currently has 58 parking stalls outside of the area designated for vehicle exterior storage. T he new site plan proposed a total of 71 stalls for exterior storage and employee parking and 17 for customer parking. T his area could also be designated for trailer and rental vehicle storage. T he proposed addition would not be open to the public and would not generate additional parking demand for staff as the building is primarily used for storage. Conditions on the site plan and building permit authorization could include that customers are not permitted to access the U-Box storage as this would result in increased traffic and parking requirements that the site may not be able to accommodate. Landscaping T he new building will be subject to landscaping requirements. N ew landscaping will be required at the industrial rate of 1.5% of the means construction cost. T he site has limited space for landscaping and has limited ability to improve public spaces through improved materials. Screening of the proposed building on the east and additional parking to the north is included in the landscape plan. Building Materials and Elev ations T he primary building material is a metal panel system. At the public hearing, the C ommission expressed concerns about the building material and appearance. Staff has received material samples which will be available for the C ommission to review. Additionally, the applicant has worked with staff to add additional textures, colors, brick areas, and materials to enhance the appearance of the structure. T he building is required to match the existing structures on site with both colors and architectural elements. Stormwater and Utilities T he C ity Engineer memo attached provides greater detail on storm and utility requirements as additional coordination between the C ity and the applicant is required. Stormwater treatment is required due to the amount of disturbance proposed. As noted previously, an underground stormwater system is proposed with the project. T he addition of this system allows for improved stormwater management than exists on site today. T he C ity Engineer and Public Works are still evaluating final utility plans for the site. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Memo Memo Plan S et Elevations Elevations Elevations Ordinance 151ST ST W 150TH ST W GALAXIE AVEGABELLA STFORUM PATH150TH ST W GALAXIE AVESITE Proposed Site U-Haul U-Box Addition Zoned PD-254 ^ 151ST ST W 150TH ST W GALAXIE AVEGABELLA STFORUM PATH150TH ST W GALAXIE AVEA PD-254 PD-254SITE Proposed Site U-Haul U-Box Addition Zoned PD-254 ^ Apple Valley Fire Department MEMO City of Apple Valley TO: Alex Sharpe- Planner FROM: Brian Kilmartin, Fire Marshal DATE: April 29, 2021 SUBJECT: U Haul Expansion- 6895 151st Street Alex, I have some questions/ concerns regarding the expansion. - Fire Department Access, the Fire Dept. needs access around the building. In the current status access is at times difficult due to trucks stored in aisle ways. - If a roof is constructed to bridge from the existing building to the new storage location the roof will need to be high enough for fire apparatus to drive through. - This addition will be required to have a Fire Suppression system installed - All turning movements as specified in the current Minnesota State Fire Code (MSFC) will need to be met. Brian Kilmartin Fire Marshal CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: October 27, 2021 SUBJECT: U-Haul Plan Review per plan submitted 10/05/2021 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: • Shoring (if applicable) • Protection of public utilities within existing drainage and utility easements shall be protected at all times. • Material Storage. • Haul routes to and from the site. • Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. 6. All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. Permits 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 8. A right of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Site 10. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 11. All truck deliveries and turning movements shall be accommodated within the site and not use public roadways for internal circulation or operations. 12. Provide Traffic Forecast Information (Anticipated trips and distribution for the proposed land use and existing) for review by City Engineer. Storm Sewer, Grading. Drainage, and Erosion Control 13. Final Grading Plans shall be reviewed and approved by City Engineer. 14. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 15. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 16. Provide updated overall site composite Curve Number (CN) on the plans. 17. Proposed Underground Storm water System shall be privately owned and maintained. An Underground Storm water System Construction and Maintenance Agreement will be required. Sanitary Sewer and Water main 18. The City of Apple Valley has not allowed multiple water services to a single site user. Additional review of proposed water service and additional water meter will be required prior to building permit issuance. • Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. • Private sanitary sewer and water services are shown in the drainage easement along the existing western property line to serve a new bathroom in the proposed building. Additional water service will require additional water meter. This condition needs to be confirmed with building inspections prior to final plans. 19. Show the size of the proposed water service to proposed building. 20. Inside drops are not allowed to public infrastructure. Sanitary service connection shall be with wye and not be connected directly into manhole. 21. Show the location of the existing sanitary sewer and water services. 22. Additional Fire hydrants and access routes shall be provided per the Fire Marshall’s recommendation. 23. Fire protection shall be provided from existing building in accordance with Fire Marshall’s recommendation. Landscape and Natural Resources 24. Quantities and locations of trees should be indicated on plan to show diversity of species. 25. Landscape plan should clearly indicate drainage and utility easements and property line. 26. No major tree plantings shall be located over any underground utilities or in drainage and utility easements. Clusters of trees shall be used near or around these areas instead of planting in a row. The Drainage and Utility Easement will require clearance around the underground utilities, or the expectation that trees may have to be removed for access when needed. U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/30/2021 1:16 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 25154 C0A DATA DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C0A DATA.DWG- 21-25154 --/--/-- C0-10 PROJECT LOCATION N S W E LOCATION MAP 0 SCALE IN FEET 500 1000 SITE SUMMARY ZONING:PLANNED DEVELOPMENT DISTRICT NO. 254 SITE/LOT AREA:133,914 SQ. FT / 3.07 AC. IMPERVIOUS AREA:108,832 SQ. FT / 2.50 AC. GREENSPACE PROVIDED:25,082 SQ. FT / 0.57 AC. COMPOSITE CURVE NUMBER:91 PARKING REQUIREMENTS (PER CITY CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED RETAIL (2,100 SF)1 / 150 SF 14 37 WAREHOUSE (6,000 SF)1 / 400 SF 15 15 WAREHOUSE (6,196 SF)1 / 800 SF 8 8 TOTAL:37 60 SETBACKS PARKING BUILDING FRONT YARD 20'-0"30'-0" SIDE YARD 5'-0"10'-0" REAR YARD 20'-0"40'-0" PROJECT ADDRESS / LOCATION: 6895 151ST STREET WEST APPLE VALLEY, MINNESOTA 55124 B.M. ELEVATION=950.86 T.N.F.H. LOCATED AT THE SOUTHWEST CORNER OF THE PROPERTY 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). PROJECT GENERAL NOTES ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF APPLE VALLEY REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION, THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2018, AND CURRENT VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE. HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE DAKOTA COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER 2021 BY BOHLEN SURVEYING & ASSOCIATES. SPECIFICATIONS REFERENCE PROJECT DATUM TOPOGRAPHIC SURVEY AC ACRE ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHD OVERHEAD DOOR OZ OUNCE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION SY SQUARE YARD T/C TOP OF CURB TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGEW WET WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINEXXXX UT STORM SEWER SANITARY SEWER >SANITARY SEWER FORCEMAIN<II CONTOUR (MAJOR) I UNDERGROUND TELEPHONE OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG FBO UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER >WATERII OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG CONTOUR CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY>>>>>>>>STORM SEWER (PIPE WIDTH) 1015 LOT LINE SANITARY SEWER (PIPE WIDTH) OVERHEAD UTILITYOHL UNDERGROUND UTILITY UTL CITY OF APPLE VALLEY CIVIL SHEET INDEX C0-10 SITE DATA ---- ---- C0-10 MINNESOTAAPPLE VALLEY SITE DATA LCH LCH RJA CIVIL PLAN ABBREVIATIONS: MANHOLE (STORM, SANITARY) C.S.A.H. NO. 42 (150TH ST W)GALAXIE AVECEDAR AVEFLAGSTAFF AVE157TH ST W C0-10 SITE DATA C0-20 SITE DETAILS C0-21 SITE DETAILS C1-10 STORMWATER POLLUTION PREVENTION PLAN NARRATIVE C1-20 STORMWATER POLLUTION PREVENTION PLAN DETAILS C1-30 STORMWATER POLLUTION PREVENTION PLAN C2-10 EXISTING SITE & REMOVALS PLAN C3-10 SITE PLAN C3-20 UTILITY PLAN C4-10 GRADING PLAN C5-10 SITE RESTORATION & PLANTING PLAN C5-20 PLANTING NOTES & DETAILS C6-10 PHOTOMETRIC PLAN SUBMITTAL SCHEDULE TYPE DATE SITE PLAN SUBMITTAL #1 10/06/2021 SITE PLAN SUBMITTAL #2 11/19/2021 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 5"6"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS MnDOT CLASS 5 STANDARD CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 6"6"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS MnDOT CLASS 5 HEAVY DUTY 8"12"6"13 12"6" 3 1 R3" R12" R3" HORIZONTAL LINE7"2 NOTES: LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SLOPE 0.06FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. 1 2 1 CONCRETE CURB & GUTTER NTS B612 HORIZONTAL LINE MATCH CONCRETE CURB & GUTTER SECTION SEE PLAN FOR LOCATION SECTION TO MATCH CONCRETE CURB SHOE ROTATED TO DRAIN SEE PLAN FOR LOCATION SLOPE TO DRAIN 2.0% (TYP) REVERSE PITCH CONCRETE CURB & GUTTER NTS BACK OF CURB CONC CURB & GUTTER SEE DETAIL & PLAN FOR TYPE CURB TAPER NTS 3' HORIZONTAL ROOF DRAIN, SIZE VARIES. INSTALL @ ELEVATIONS SHOWN ON PLANS 6" PVC LEADER 45° FITTING 6" PVC REDUCER 4" DOWNSPOUTBUILDING LINE FINISH FLOOR (SEE PLANS) VERTICAL RAIN LEADER NTS BACK OF CURB CONCRETE CURB & GUTTER SEE DETAIL & PLAN FOR TYPE TAPER GUTTER LINE UP TO TOP OF CURB ELEVATION CURB TAPER (GUTTER LINE UP) NTS 10' 25154 C0B DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C0B DETAILS.DWG- 21-25154 --/--/-- C0-20 SITE DETAILS C0-20 SITE DETAILS ---- ---- C0-20 MINNESOTAAPPLE VALLEY LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/10/2021 9:50 AMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PAY HEIGHT(SEE STORM DRAIN SCHEDULE)SEE STORM DRAIN SCHEDULE RIM ELEVATION STEPS INSTALLED AS SPECIFICED IN MnDOT STANDARD PLATE 4180J BRICK & MORTAR CONCRETE ADJUSTING RINGS 3 MIN, 6 MAX W/ MFRS SEALANT BETWEEN RINGS. PLACE BITUMINOUS MASTIC BETWEEN BOTTOM RING AND TOP OF STRUCTURE & MFRS SEALANT BETWEEN JOINTS SEE STORM SCHEDULE FOR CASTING PRECAST CONCRETE BASE (SEE MnDOT STANDARD PLATE 4011) 3 PROVIDE A FULL MORTAR BED 1' MIN.2 8" 4 NOTES: WHEN USED AS A CATCH BASIN AND REQUIRING A RECTANGULAR OPENING, USE 4022 CONCRETE COVER. WHEN REFERING TO A CURB CATCH BASIN, USE TOP BACK OF CURB ELEVATION. WALL CONSTRUCTION MAY BE: CLASS II PRECAST PIPE (MnDOT STANDARD PLATE 3000); CAST IN PLACE CONCRETE MEETING THE REQUIREMENTS OF CLASS II PIPE; OR MASONRY CONSTRUCTION, BRICK OR BLOCK (MnDOT STANDARD PLATE 4000). PROVIDE MORTAR FILLETS TO FIT BOTTOM PORTIONS OF PIPE TO DIRECT FLOW TO OUTLET. 1 2 3 4 MANHOLE OR CATCH BASIN CONCRETE COVER 1 4020 MANHOLE OR CATCH BASIN NTS 'T'1.5"CLEAR1.5"CLEARA1.5"CLEA R A MANHOLE DIAMETER COVER DIAMETER REINFORCING AND EXTRA BARS (SEE MnDOT STANDARD PLATE 4020) 2" MINIMUM PLUG DIAMETER OPTIONAL HANDLING DEVICE REINFORCEMENT (SEE MnDOT STANDARD PLATE 4020) PLAN OF COVER TOP BARS NOT SHOWN SECTION A-A MIN. OF THREE HANDLING HOLES AT 120° SPACING 27" DIA OPENINGNOTES: AASHTO HS 25 LOADING THE NO. 4020 SHALL BE PERMANENTLY MARKED ON THE TOP OF THE COVER. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED. SEE MnDOT STANDARD PLATE 4020 FOR DIMENSIONS & REINFORCEMENT. 4020 MANHOLE OR CATCH BASIN CONCRETE COVER NTS TRENCH WIDTH, SEE TABLE 1 1 6" GRANULAR BEDDING PIPE OD (BC)12"COMPACTED BACKFILL 0.15 BC STORM DRAIN PIPE BACKFILL W/GRANULAR MATERIAL OR SELECT MATERIAL FROM EXCAVATION TO 6" ABOVE PIPE TRENCH WIDTH PIPE Ø TRENCH WIDTH 36" OR LESS BC + 24" 42" TO 54"1.5 x BC 60" OR OVER BC + 36" NOTES: GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL BE INCIDENTAL TO STORM DRAIN CONSTRUCTION 0.6 BC NON-CONCRETE STORM DRAIN PIPE BEDDING NTS TRENCH WIDTH, SEE TABLE PIPE OD (Bc) 0.15 BC12"1 1 COMPACTED BACKFILL STORM DRAIN PIPE 6" GRANULAR BEDDING TRENCH WIDTH PIPE Ø TRENCH WIDTH 36" OR LESS Bc + 24" 42" TO 54"1.5 x Bc 60" OR OVER Bc + 36" NOTES: GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL BE INCIDENTAL TO STORM DRAIN CONSTRUCTION 0.6 Bc BACKFILL W/GRANULAR MATERIAL OR SELECT MATERIAL FROM EXCAVATION TO SPRINGLINE REINFORCED CONCRETE STORM DRAIN PIPE BEDDING NTS 54" BASE SLAB 5"2.5'-4.0'5"5"3'42"BASE SLAB2'5"5"CASTING ASSEMBLY (SEE SCHEDULES) ADJUSTING RINGS AS REQUIRED PRECAST CONCRETE CATCH BASIN POUR CONCRETE INVERT SLOPE 1"/FT TO PIPE(S) PRECAST CONC BASE SLAB INFI-SHIELD WRAP EXTERNAL MANHOLE SEAL OR APPROVED EQUAL OPENINGS FOR PIPES AS REQUIRED SECTION VIEW PLAN VIEW NOTES: INFI-SHIELD WRAP EXTERNAL MANHOLE SEAL, OR APPROVED EQUAL, SHALL BE PLACED AROUND CASTING AND ADJUSTING RINGS. TYPE 1 CATCH BASIN NTS 25154 C0B DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C0B DETAILS.DWG- 21-25154 --/--/-- C0-21 SITE DETAILS C0-21 SITE DETAILS ---- ---- C0-21 MINNESOTAAPPLE VALLEY LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/10/2021 9:50 AMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 25154 C1 SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C1 SWPPP.DWG- 21-25154 --/--/-- C1-10 STORMWATER POLLUTION PREVENTION PLAN NARRATIVE C1-10 STORMWATER POLLUTION PREVENTION PLAN NARRATIVE ---- ---- C1-10 MINNESOTAAPPLE VALLEY LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 10/5/2021 5:26 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 25154 C1 SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C1 SWPPP.DWG- 21-25154 --/--/-- C1-20 STORMWATER POLLUTION PREVENTION PLAN DETAILS C1-20 STORMWATER POLLUTION PREVENTION PLAN DETAILS ---- ---- C1-20 MINNESOTAAPPLE VALLEY LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 10/5/2021 5:26 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 2'1' MIN3' DEEP10'NATIVE MATERIAL 5'x10'x3' CONCRETE WASHOUT AREA 1' DEEP IMPERVIOUS CLAY LINER MINIMUM 10-MIL THICK PLASTIC SHEETING OR APPROVED EQUAL NOTES: CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. CONCRETE WASHOUT NTS ENTRANCE WIDTH AS REQUIRED50' MINIMUMINPLACE SURFACE6" MINIMUM DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH LOOSEN AS NEEDED SO THAT ENTRANCE IS NOT COMPACTED, REPLACE/CLEAN AGGREGATE ONCE DIRTY MnDOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC BENEATH ROCK OR SLASH MULCH 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE RUNOFF FROM LEAVING SITE EXTEND SILT FENCE FROM EITHER SIDE OF BERM AS NEEDED STABILIZED CONSTRUCTION EXIT NTS STAINLESS STEEL CLAMPING BAND 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC STANDARD 2" OVERFLOW AREA NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME ROUND FILTER INLET PROTECTION NTS STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS (SLIDE 2x4 THROUGH FLAP IF IRON CURB BACK NOT AVAILABLE) NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME CURB BOX FILTER INLET PROTECTION NTS SILT FENCES TO BE CONSTRUCTED ON DOWNHILL SIDE OF ALL MANHOLES MIN 6"MIN6" RUNOFF FLOW DIRECTION OF POSTEMBEDMENT1.5' MIN24" MINGEOTEXTILE FABRIC 5' TEE POST AT 5' - 4' MAX SPACING FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL SILT FENCE NTS 1' EMBED IN 2" DEEP TRENCH SEDIMENT CONTROL LOG NOTES: SEDIMENT CONTROL LOGS TO BE 6" DIAMETER UNLESS OTHEWISE NOTED. STAKED INTO THE GROUND WITH WOOD STAKES. WOOD STAKES ARE A MINIMUM OF 2"x16"x12" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK. WOOD STAKES DRIVEN THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF 45° WITH THE TOP OF STAKE POINTING UP STREAM. WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE SEDIMENT CONTROL LOG STAKING NTS FLOW SEDIMENT CONTROL LOG 6" C.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) >> >> >> >>>>>> >>>>>>>>>> GM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 950.20 >>>>>>>>>>PROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXX>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I 950 950 950 950951 9 5 0 9 5 0 948949949 950949951950 949951 950947948949950 949950 PCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPC25154 C1 SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C1 SWPPP.DWG- 21-25154 --/--/-- C1-30 STORMWATER POLLUTION PREVENTION PLAN C1-30 STORMWATER POLLUTION PREVENTION PLAN ---- ---- C1-30 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 10/5/2021 5:26 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. EROSION CONTROL LEGEND SYMBOL DESCRIPTION PERIMETER CONTROL STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG STABILIZED CONSTRUCTION EXIT CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. PC 101 100 101 100 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE XXXXXXXXXC.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility EasementXXXXXXXXX 151ST STREET WEST (64 Foot Right of Way) >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> GM EX CB R=948.18 I=945.18 (SE) EX CB T/C=948.28 I=944.76 (NW) I=944.76 (E) EX CB T/C=949.33 I=944.67 (W) I=944.62 (E) EX CB T/C=949.23 I=944.49 (W) I=944.49 (E) EX CB T/C=948.20 I=943.87 (N) I=943.82 (W) I=943.67 (E) EX CB T/C=948.20 I=943.09 (W) I=943.09 (E) EX MH R=949.44 I=942.66 (W) I=942.43 (E) I=941.43 (N) I=941.43 (S) EX SAN MH R=950.08 I=926.52 (W) 12" RCP I=926.52 (E) 12" RCP EX SAN MH R=948.79 I=926.03 (W) 12" RCP I=926.03 (E) 12" RCP >>>>>>>>>>>>>>>>>>>>>> EX STM MH R=949.64 I=945.64 (N) I=945.56 (S) EX STM MH R=949.56 I=946.57 (S)>>>>>>>>>>>>>>>>>>>>EX STM MH R=949.60 I=945.45 (N) EX STM MH R=949.53 I=945.93 (N) I =945.93 (S) EX ST MH R=949.73 I=944.63 (S) I=943.83 (W) I=943.83 (E) EX STM MH R=949.10 I=946.00 (NE) EX STM MH R=950.88 I=945.18 (SW) I=944.70 (N) I=944.70 (E) EX CB T/C=953.29 I=949.06 (N) I=949.06 (S) EX CB T/C=954.81 I=951.15 (N) SUMP=949.25 EX CB T/C=957.26 I=952.76 (N) SUMP=951.14 EX CB T/C=949.21 I=945.25 (E) EX STM MH R=949.38 I=944.80 (W) I=942.52 (N) I=942.52 (S) EX STM MH R=951.86 I=943.53 (SE) I=942.91 (W) I=942.91 (S) 12" RCP APRON I=946.44>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 950.20 >>>>>>>>>>EX EX MH R=949.60 I=946.50 I I I >>IIIIIIIII25154 C2 EXISTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C2 EXISTING.DWG- 21-25154 --/--/-- C2-10 EXISTING SITE & REMOVALS PLAN C2-10 EXISTING SITE & REMOVALS PLAN ---- ---- C2-10 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/29/2021 4:21 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PROTECT STORM SEWER (TYP) REMOVE MANHOLE REMOVE TREE (TYP) PROTECT TREES (TYP) SAWCUT TO REMOVE CONCRETE PAVEMENT REMOVE FENCE (TYP) LOT LINE (TYP) PROPERTY LINE (TYP) IMPERVIOUS SETBACK (TYP) SAWCUT TO REMOVE CURB & GUTTER (TYP) REMOVE RETAINING WALL (TYP) REMOVE RETAINING WALLS AND GATE REMOVE STORM SEWER REMOVE CATCH BASIN AS NECESSARY FOR SANITARY SERVICE INSTALLATION BUILDING SETBACK (TYP) REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE CONCRETE PAVEMENT REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. REMOVE LIGHT POLE REMOVE LIGHT POLE PROTECT LIGHT POLES PROTECT LIGHT POLE REMOVE CATCH BASIN BULKHEAD STORM SEWER AND PROTECT REMOVE STORM SEWER PROTECT STORM SEWER PROTECT SANITARY STUB EXISTING WATER SERVICE EXISTING SANITARY SERVICE 17 6 11 188 PROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXXC.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) GM EXISTING BUILDING FFE = 950.20 25154 C3 SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C3 SITE.DWG- 21-25154 --/--/-- C3-10 SITE PLAN C3-10 SITE PLAN ---- ---- C3-10 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/19/2021 1:10 AMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. B612 CURB & GUTTER (TYP) LOT LINE (TYP) PROPERTY LINE (TYP) CONCRETE PAVEMENT (TYP) STRIPING (TYP) IMPERVIOUS SETBACK (TYP) BUILDING SETBACK (TYP) CANOPY STRUCTURE (SEE ARCH)12'25.65' 25.56' 25.56'44.51'108.3'107.92'12'10.39'9'19.5'2 1 . 3 6 ' R5'R3' R5' R3'R2' R5' 3' CURB TAPER TRANSITION PAVEMENT TO BE FLUSH WITH CURB PAVEMENT LEGEND SYMBOL DESCRIPTION CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT REVERSE PITCH CONCRETE CURB AND GUTTER R7'38.75'24.25' LOADING DOCK (SEE STRUCTURAL) RETAINING WALL (SEE STRUCTURAL)24'SCREENING WALL (SEE ARCH) SCREENING FENCE (SEE ARCH) REMOVE AND PATCH PAVEMENT AS NECESSARY FOR CANOPY SUPPORTS 17 6 11 188 PROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXXOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) >> >> >> >>>>>> >>>>>>>>>> GM EX CB T/C=949.23 I=944.49 (W) I=944.49 (E) EX CB T/C=948.20 I=943.87 (N) I=943.82 (W) I=943.67 (E) EX CB T/C=948.20 I=943.09 (W) I=943.09 (E) EX MH R=949.44 I=942.66 (W) I=942.43 (E) I=941.43 (N) I=941.43 (S) EX SAN MH R=950.08 I=926.52 (W) 12" RCP I=926.52 (E) 12" RCP EX SAN MH R=948.79 I=926.03 (W) 12" RCP I=926.03 (E) 12" RCP >>>>>>>>>>>>>>>>>>>>>> EX STM MH R=949.64 I=945.64 (N) I=945.56 (S) EX STM MH R=949.56 I=946.57 (S)>>>>>>>>>>>>>>>>>>>>EX STM MH R=949.60 I=945.45 (N) EX STM MH R=949.53 I=945.93 (N) I =945.93 (S) EX ST MH R=949.73 I=944.63 (S) I=943.83 (W) I=943.83 (E)EX STM MH R=950.88 I=945.18 (SW) I=944.70 (N) I=944.70 (E) EX CB T/C=953.29 I=949.06 (N) I=949.06 (S) EX CB T/C=954.81 I=951.15 (N) SUMP=949.25 EX CB T/C=957.26 I=952.76 (N) SUMP=951.14 EX CB T/C=949.21 I=945.25 (E) EX STM MH R=949.38 I=944.80 (W) I=942.52 (N) I=942.52 (S) EX STM MH R=951.86 I=943.53 (SE) I=942.91 (W) I=942.91 (S) 12" RCP APRON I=946.44>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 950.20 >>>>>>>>>>I I I >>IIIIIIIII>> >> >>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUE>>>>>>>>>>>>I I I I I I P-1 80'x8" @ 0.25% P-4 45'x12" @ 0.50% P-3 65'x12" @ 0.50% P-2 63'x12" @ 0.50% P-5 52'x10" @ 0.66% ST-1 R=946.49 I=944.82 (8'') P-1 ST-4 R=949.63 I=946.38 (12'') P-4 ST-3 R=949.49 I=946.16 (12'') P-4 I=945.96 (12'') P-3 ST-2 R=949.43 I=945.63 (12'') P-3 I=945.43 (12'') P-2 ST-5 R=949.46 I=946.44 (10'') P-6 I=946.24 (10'') P-5 ST-2B R=950.08 I=945.60 (12'') EX P-2B I=943.81 (12'') MANIFOLD ST-2A R=949.45 I=945.12 (12'') P-2 I=943.87 (24'') E INLET I=945.90 (12'') E MANIFOLD ST-5A T/C=949.95 I=945.90 (10'') P-5 I=943.87 (24'') W INLET I=945.90 (12'') W MANIFOLD ST-1A T/C=949.36 I=944.62 (8'') P-1 I=944.62 (12'') EX P-1A EX P-2B P-6 142'x10" @ 1.00% EX P-1A STORM DRAIN STRUCTURE SCHEDULE STRUCTURE NO. ST-1 ST-1A ST-2 ST-2A ST-2B ST-3 ST-4 ST-5 ST-5A STRUCTURE TYPE CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 1) MnDOT 4020 MnDOT 4020 MnDOT 4020 MnDOT 4020 MnDOT 4020 NYLOPLAST DRAIN BASIN MnDOT 4020 STRUCTURE SIZE (IN) 36 x 24 36 x 24 48 Ø 48 Ø 48 Ø 48 Ø 48 Ø 8 Ø 48 Ø STRUCTURE MATERIAL RC RC RC RC RC RC RC PVC RC CASTING NEENAH R-1878-B7G NEENAH R-3067-VB NEENAH R-2502 NEENAH R-2502 NEENAH R-1733 "STORM SEWER" IN COVER NEENAH R-2502 NEENAH R-2502 NYLOPLAST 0899CGS NEENAH R-3067-VB PAY HEIGHT (LN FT) 1.67 4.74 3.95 5.58 6.27 3.54 3.25 3.22 6.08 * TOP OF CASTING ELEVATION 946.49 949.36 949.43 949.45 950.08 949.49 949.63 949.46 949.95 INVERT ELEVATION 944.82 944.62 945.48 943.87 943.81 945.96 946.38 946.24 943.87 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 P-5 DRAIN FROM ST-1 ST-2 ST-3 ST-4 ST-5 INLET ELEVATION 944.82 945.43 945.96 946.38 946.24 DRAIN TO ST-1A ST-2A ST-2 ST-3 ST-5A OUTLET ELEVATION 944.62 945.12 945.63 946.16 945.90 PIPE SIZE (IN) 8 12 12 12 10 MATERIAL PVC RCP RCP RCP HDPE PIPE CLASS SCH 40 CL V CL V CL V TYPE S PIPE GRADE 0.25% 0.50% 0.50% 0.50% 0.66% PIPE LENGTH (FT) 80 63 65 45 52 * TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = TOP BACK OF CURB BOX, NOT GUTTER ELEVATION 25154 C3 SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C3 SITE.DWG- 21-25154 --/--/-- C3-20 UTILITY PLAN C3-20 UTILITY PLAN ---- ---- C3-20 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/19/2021 1:10 AMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >><IIII>IIG G OE OE UE UE UT UT UTV OHL UTL FBO ISOLATOR ROW (TYP) 12" HDPE MANIFOLD (TYP) WATER SERVICE (LOCATION TO BE CONFIRMED WITH CITY)6" SANITARY SERVICE @ 2% MINIMUM. CONNECT TO EXISTING SERVICE STUB. CONNECT CANOPY DRAIN TO STORM SEWER CONNECT TO EXISTING STORM SEWER TO STRUCTURE COORDINATE TO CONNECT TO EXISTING TRANSFORMER CONNECT TO EXISTING STORM SEWER UNDERGROUND STORM SYSTEM 70 ADS STORMTECH MC-3500 CHAMBERS BOTTOM = 942.95 100-YEAR HWL = 948.34 TOP = 948.45 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) >> >> >> >>>>>> >>>>>>>>>> GM >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 950.20 >>>>>>>>>>I I I >>IIIIIIIII17 6 11 188 PROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXX>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I 950 950 948 948 94 9 949 95 1 951 949 9 5 0 949950949 949 951 950 950 950 950951 9 5 1 951950950950950 951 950948 949950950950.11950.45950.07950.55949.95950.55950.55950.18949.82950.55950.10950.55950.55946.49949.63949.49949.43949.45950.08949.85949.83949.81950.55950.55950.55949.33MATCH949.31MATCH949.30MATCH948.80MATCH948.43M A T C H949.80949.64MATCH949.56MATCH949.55MATCH949.73MATCH949.76MATCH949.88MATCH949.87MATCH949.77MATCH949.84MATCH949.90MATCH949.79MATCH949.22MATCH949.15MATCH949.07M A T C H 948.96MATCH949.16MATCH948.78MATCH948.45MATCH948.59MATCH948.43MATCH947.89MATCH950.55950.55949.95950.33950.85HP950.48951.00949.85950.29950.22950.26950.27950.00950.01949.63950.55949.34949.36949.39949.41948.78948.78948.53948.48949.46950.44HP949.94SWALE949.87SWALE950 9 5 0 946.64946.64-5.5%950.55950.55950.55950.55950.55950.55950.18949.89949.89949.3325154 C4 GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C4 GRADING.DWG- 21-25154 --/--/-- C4-10 GRADING PLAN C4-10 GRADING PLAN ---- ---- C4-10 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/19/2021 1:28 AMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX.XXXXX.XX-X.X% OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) >> >> >> >>>>>> >>>>>>>>>> GM EX CB T/C=949.23 I=944.49 (W) I=944.49 (E) EX CB T/C=948.20 I=943.87 (N) I=943.82 (W) I=943.67 (E) EX CB T/C=948.20 I=943.09 (W) I=943.09 (E) EX SAN MH R=950.08 I=926.52 (W) 12" RCP I=926.52 (E) 12" RCP EX SAN MH R=948.79 I=926.03 (W) 12" RCP I=926.03 (E) 12" RCP >>>>>>>>>>>>>>>>>>> EX STM MH R=949.64 I=945.64 (N) I=945.56 (S) EX STM MH R=949.56 I=946.57 (S)>>>>>>>>>>>>>>>>>>>>EX STM MH R=949.60 I=945.45 (N) EX STM MH R=949.53 I=945.93 (N) I =945.93 (S) EX ST MH R=949.73 I=944.63 (S) I=943.83 (W) I=943.83 (E)EX STM MH R=950.88 I=945.18 (SW) I=944.70 (N) I=944.70 (E) EX CB T/C=953.29 I=949.06 (N) I=949.06 (S) EX CB T/C=954.81 I=951.15 (N) SUMP=949.25 EX CB T/C=949.21 I=945.25 (E)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 950.20 >>>>>>>>>>I I I >>IIIIIIPROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXX(3) GA (1) LE (2) PC (1) LE (154) EV (148) AG (52) PA (10) RG 949 949 950950948 949 950 950 949 948 949 949 950 951 950 949 949 949949 949 950951951949950 951 951 950 949 95 0 949950 950 950 950 951 951 952 953 951 951 952 953 954 950950 950950 950 949 949950 949 950 948 949 (3) AB (2) LE EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT AB 5 ABIES BALSAMEA 8` HT MIN B & B BALSAM FIR LE 3 LARIX DECIDUA 8` HT MIN B & B EUROPEAN LARCH PC 2 PICEA PUNGENS 8` HT MIN B & B COLORADO SPRUCE OVERSTORY TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT GA 6 GINKGO BILOBA 'AUTUMN GOLD' TM 3" CAL B & B AUTUMN GOLD MAIDENHAIR TREE DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE ROOT RG 10 RHUS AROMATICA `GRO-LOW`5 GAL CONT GRO-LOW FRAGRANT SUMAC GRASSES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT AG 148 ANDROPOGON GERARDII 2 GAL CONT BIG BLUESTEM EV 154 ELYMUS VIRGINICUS 2 GAL CONT VIRGINIA WILD RYE PA 52 PYCNANTHEMUM ALBESCENS 2 GAL CONT MOUNTAIN MINT MULCH QTY DESCRIPTION 3,653 SF 3" DIA CLEAN WASHED RIVER ROCK 6" DEPTH SEEDING QTY DESCRIPTION 5,866 SF MNDOT SEED MIXTURE 25-131 (TURF) EDGING QTY DESCRIPTION 340 LF BLACK POLY OR VINYL EDGING PLANT SCHEDULE 25154 C5 PLANTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C5 PLANTING.DWG- 21-25154 --/--/-- C5-10 SITE RESTORATION & PLANTING PLAN C5-10 SITE RESTORATION & PLANTING PLAN ---- ---- C5-10 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 AE AE MRW U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/17/2021 3:56 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. CITY OF APPLE VALLEY REQUIREMENTS LANDSCAPE AREAS: FOR DEVELOPMENTS HAVING A CONSTRUCTION VALUE IN EXCESS OF $1,000,000 SHALL PROVIDE A PLANTING PLAN WITH THE MINIMUM COST OF PLANTING MATERIAL BEING A PERCENTAGE OF BUILDING COST. FOR COMMERCIAL PROJECTS THE LANDSCAPING SHALL BE A MINIUM OF 2 1 2 % OF BUILDING COST. ·BUILDING SIZE = 12,230 SF ·APPROXIMATELY $1,210,000 X 0.025 = ($30,250) OF LANDSCAPING REQUIRED / 12 TREES + 354 GRASSES ($10,000) PROVIDED PARKING: LANDSCAPED ISLANDS SHALL BE PROVIDED IN PARKING LOTS CONTAINING MORE THAN 25 PARKING STALLS. TOTAL AREA OF ISLAND SHALL BE AT LEAST 2% OF THE PARKING LOT AREA. PARKING ISLANDS SHALL BE PLANTED WITH A MINIMUM 2 1 2 INCH CALIPER TREE AT THE RATE OF ONE TREE PER 150 SF OF ISLAND AREA.. ·52 EXISTING STALLS / 2 EXISTING LANDSCAPE ISLANDS ( 2 TREES) ·PROPOSED PARKING LOT AREA 10,590 SF X 0.02 = 212 SF OF LANDSCAPE AREA REQUIRED / 225 LANDSCAPE AREA PROVIDED ·8 ADDITIONAL PROPOSED STALLS / 1 PROPOSED LANDSCAPE ISLAND ·PARKING ISLAND TREES 225 / 150 = 1 TREE REQUIRED (1 TREE PROVIDED) 25154 C5 PLANTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C5 PLANTING.DWG- 21-25154 --/--/-- C5-20 PLANTING NOTES & DETAILS C5-20 PLANTING NOTES & DETAILS ---- ---- C5-20 MINNESOTAAPPLE VALLEY AE AE MRW U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 11/17/2021 3:56 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH (NATURAL COLOR) MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN. WHEN PLACED IN PLANTING BED USE PLANTING BED MULCH SPECIFIED ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES TIE NYLON STRAP AROUND TRUNK AS SHOWN 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT FINISH GRADE TREES 8'+TREES 6'-8' *NOTE: DO NOT STAKE TREES UNLESS INDICATED. HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREES UNDER 6' TIE NYLON STRAP AROUND TRUNK AS SHOWN CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN. WHEN PLACED IN PLANTING BED USE PLANTING BED MULCH SPECIFIED ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES FINISH GRADE TREES 8'+TREES 6'-8'TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT *NOTE: DO NOT STAKE TREES UNLESS INDICATED. HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREES UNDER 6' 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS . CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO OWNER. 5.LAWN AREAS SHALL HAVE 4" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 6.REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. 7.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 8.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 9.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 10.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 11.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND OWNER. 12.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 13.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 14.PROVIDE 2" SHREDDED HARDWOOD MULCH (NATURAL COLOR) 3" DEPTH WITH PERMEABLE WEED BARRIER IN ALL PLANTING BEDS, PARKING ISLANDS, AND MOW STRIP AREAS. FOR TREES NOT LOCATED IN PARKING ISLANDS, OR PLANTING BEDS, PROVIDE DOUBLE SHREDDED HARDWOOD MULCH RING (NATURAL COLOR) AT 3" DEPTH PER PLANTING DETAILS. 16.PROVIDE 3" RIVER ROCK MULCH AT 6" DEPTH WITH PERMEABLE WEED BARRIER IN ALL PLANTING BEDS, PARKING ISLANDS, AND MOW STRIP AREAS. FOR TREES NOT LOCATED IN PARKING ISLANDS, OR PLANTING BEDS, PROVIDE DOUBLE SHREDDED HARDWOOD MULCH RING (NATURAL COLOR) AT 3" DEPTH PER PLANTING DETAILS. 17.ALL TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED PER PLANS. GENERAL PLANTING NOTES DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0 CONIFER / EVERGREEN TREE PLANTING DETAIL SCALE: 1" = 1'-0 DOUBLE SHREDDED HARDWOOD MULCH (NATURAL COLOR) AT MIN 3" DEPTH OR 3" RIVER ROCK MULCH AT 6" DEPTH (AS SHOWN ON PLANS) PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE LANDSCAPE EDGING AND STAKING - BLACK POLY OR VINYL EDGING SUBGRADE - PER PLANS & NOTES LANDSCAPE EDGING DETAIL SCALE: 1" = 1'-0 C.S.A.H. NO. 42 (150TH STREET WEST) (75 Foot Right of Way) 75' Highway Easement (Doc No. 581296, Item 10 Schedule B)20' Storm Sewer Easement(Doc No. 59140, Item 11 Schedule B)XXXXXXXLimited Access Dedication Drainage & Utility Easement Drainage & Utility Easement 151ST STREET WEST (64 Foot Right of Way) GM EXISTING BUILDING FFE = 950.20 17 6 11 188 PROPOSED BUILDING 12,230 SQ. FT. FFE = 950.55 X X XXXXXZ D W C D C W WD X X D 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.2 1.0 0.7 0.6 0.8 1.1 1.1 0.7 0.4 0.2 0.2 0.1 0.2 0.3 0.4 0.8 1.7 2.5 2.3 1.5 1.2 1.7 2.5 2.5 1.5 0.8 0.7 0.5 0.3 0.6 1.1 1.9 2.5 2.7 3.0 3.4 4.0 4.2 4.0 3.5 3.0 2.6 2.4 1.9 1.3 0.7 0.6 1.1 1.5 2.1 2.5 3.1 3.4 3.6 3.6 3.5 3.3 3.0 2.5 2.4 1.8 1.3 0.9 0.5 0.9 1.4 2.1 2.5 3.1 3.3 3.6 3.9 3.6 3.3 2.9 2.4 2.6 2.0 1.4 1.0 0.5 0.8 1.3 2.0 2.9 3.0 3.0 3.4 3.8 3.5 3.0 2.5 1.9 2.6 2.3 1.7 1.2 0.5 0.7 1.1 2.6 6.6 4.1 2.9 3.2 3.4 3.3 2.7 2.2 1.7 2.8 2.5 2.0 1.4 0.4 0.5 0.6 0.7 2.8 2.8 2.3 1.6 0.4 0.5 0.5 0.5 2.8 3.4 2.7 1.9 0.3 0.4 0.4 0.0 3.5 4.1 3.5 2.5 0.2 0.3 0.3 0.0 4.5 5.1 4.8 3.4 0.2 0.2 0.2 0.0 9.8 7.1 5.7 4.1 0.1 0.1 0.0 0.0 9.9 7.4 6.0 4.3 0.1 0.1 0.0 0.0 5.0 6.2 5.8 4.2 0.1 0.1 0.0 0.0 4.5 5.6 5.5 4.1 0.1 0.0 0.0 0.1 4.2 5.1 4.9 3.5 0.1 0.0 0.1 0.2 4.4 4.4 3.7 2.6 0.1 0.1 0.1 0.4 9.7 4.8 2.8 1.9 0.1 0.1 0.1 0.7 6.0 3.9 2.3 1.4 0.2 0.2 0.3 1.1 2.6 2.5 1.8 1.2 0.2 0.4 0.8 3.3 10.2 4.1 1.6 1.0 0.8 0.6 0.5 0.4 0.3 1.8 1.8 1.5 1.0 0.2 0.5 1.4 3.7 4.7 3.3 1.9 1.2 0.9 0.7 0.6 0.5 0.4 1.5 1.3 1.1 0.8 0.2 0.6 1.5 3.2 2.4 2.7 2.0 1.3 1.0 0.8 0.7 0.5 0.5 1.1 1.0 0.8 0.6 0.3 0.5 1.0 2.4 2.5 2.5 1.9 1.4 1.1 0.9 0.8 0.6 0.5 0.8 0.7 0.6 0.4 0.3 0.4 0.5 1.7 2.8 2.6 2.0 1.6 1.3 1.0 0.9 0.7 0.5 0.5 0.5 0.4 0.3 0.2 0.3 0.3 1.7 3.1 2.3 2.1 1.8 1.4 1.1 0.9 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.3 0.4 1.7 3.0 2.5 2.2 1.7 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.3 0.5 0.8 2.1 2.8 2.7 2.0 1.5 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.3 0.6 1.4 3.1 2.5 2.6 2.0 1.4 1.1 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.3 0.6 1.6 3.3 2.2 2.6 2.1 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.5 1.0 2.4 2.3 2.2 1.7 1.2 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.5 1.3 2.2 2.0 1.6 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.9 1.8 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.5 1.2 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.3 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 X 6"72"78"** LIGHT POLE BASE INSTALLED AND PROVIDED BY ELECTRICAL CONTRACTOR 1"Ø CONDUIT (4)-#6 VERT. W/ #4 TIES @12" O.C. 24"Ø CONCRETE PIER FOOTING #4 TIES @ 3" O.C. ALONG LENGTH OF ANCHOR BOLT EMBEDMENT GRADE 3 4" x 10" x 10" STEEL BASE PLATE (4)-3/4" DIA. x 1' - 0" EMBED. F1554 GR.36 GALVANIZED STEEL ANCHOR BOLTS W/ 3" STANDARD HOOK. PROVIDE HEAVY HEX NUTS, WASHERS, LEVELING NUTS, AND NON-SHRINK GROUT. LIGHT POLE WELDED TO BASE PLATE W/ 3/16" FILLET WELDS ALL AROUND 25154 C6 PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25100-25199\25154 UHAUL-APPLE VALLEY MN\25154 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25154 C6 PHOTOMETRIC.DWG- 21-25154 --/--/-- C6-10 PHOTOMETRIC PLAN C6-10 PHOTOMETRIC PLAN ---- ---- C6-10 MINNESOTAAPPLE VALLEY 0 SCALE IN FEET 20 40 LCH LCH RJA U-HAUL U-BOX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/15/2021 5:14 PMRYAN J. ANDERSON XX/XX/21 55938 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. LIGHT FIXTURE SCHEDULE SYMBOL LABEL MANUFACTURER/SERIES DESCRIPTION LAMP MOUNTING HEIGHT LAMP LUMENS WATTS REMARKS C LUMARK LIGHTING - CLCS40S CANOPY LIGHT LED 25'-0"13572 90 MOUNT TO BOTTOM SIDE OF CANOPY D LUMARK LIGHTING - XTOR2B DOOR WALL PACK LED 10'-0"2103 18 MOUNT CENTERED ABOVE DOORWAY W MCGRAW EDISON - GAW-SA1B-T3 WALL PACK LED 25'-0"6105 44 X EXISTING LIGHT POLE Z MCGRAW EDISON - GLEON-SA3A-T4FT AREA LIGHT LED 25'-0"14312 96 POLE MOUNTED. MATCH POLE HEIGHT ON EXISTING FIXTURES. ROUND LIGHT POLE BASE NTS TYPE "C" LIGHT TYPE "D" LIGHT TYPE "W" LIGHT TYPE "Z" LIGHT FIRST FLOOR 100' -0" 1 A3-11 _____________________ EF-1 EF-2 EF-3 2 A3-11 _____________________ T.O. CANOPY 127' -3" BUILDING SIGNAGE EXISTING SELF-STORAGE 137' - 1" 144' - 7" 139' - 0" FIRST FLOOR 100' -0" 3 A3-11 _____________________ EF-6 EF-1 137' - 1" 144' - 4" 112' - 0" FIRST FLOOR 100' -0" 1 A3-11 _____________________ 2 A3-11 _____________________ 3 A3-21 _____________________ ? EF-2 EF-1 EF-2 EXISTING SELF-STORAGEEF-4 137' - 1"139' - 1" 144' - 7" FIRST FLOOR 100' -0" 3 A3-11 _____________________ EF-1 EF-2 EF-5 EF-1 EF-2 EF-5 EF-4 EF-4 EF-4 139' - 0" SOUTH EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS FINISH AREA FINISH AREA % 3587SF 2149 SF 168 SF 1274 SF 60 % 4 % 36% NORTH EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS GLAZING FINISH AREA FINISH AREA % 3,587 SF 1957 SF 24 SF 192 SF 1414 SF 55 % 1 % 39% 5 % EAST EXTERIOR FINISH MATERIAL METAL PANEL MASONRY METAL DOORS FINISH AREA FINISH AREA % 5079 SF 4,013 SF 84 SF 982 SF 79 % ≤2 % 19 % WEST EXTERIOR FINISH MATERIAL METAL PANEL MASONRY FINISH AREA FINISH AREA % 4864 SF 3286 SF 1578 SF 68 % 32 %01/2"1"2"1/4"PROJECT NO. FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TITLE SHEET PROJECT REVIEWED BY THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE LIC. NO. DATE LIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/19/2021 10:04:53 AM A2-11 EXTERIOR ELEVATIONS 25154 Arch R20 Author Designer MM/DD/YY Checker APPLE VALLEY MINNESOTA 400 25154 A2-11 21-25154 U-BOX U-HAUL PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONA2-11 EXTERIOR ELEVATIONS 1" = 10'-0"1 NORTH ELEVATION 1" = 10'-0"3 WEST ELEVATION EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF-1 INSULATED METAL PANEL KINGSPAN 42" WIDE SANDSTONE AZTECO TEXTURE VERTICAL EF-2 FULL WYTHE MASONRY GLEN GREY MODULAR CLEAR BUFF VELOUR EF-3 GLAZING DARK BRONZE EF-5 METAL FLASHING FIRESTONE BONE WHITE EF-6 INSULATED METAL PANEL KINGSPAN 42" WIDE SANDSTONE MICRORIB TEXTURE VERTICAL REVISION SCHEDULE DATE DESCRIPTION BY 1" = 10'-0"2 SOUTH ELEVATION 1" = 10'-0"4 EAST ELEVATION CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F, ARTICLE 10 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 254 The City Council of Apple Valley Ordains: Section 1. The City of Apple Valley official zoning map is amended to re-designate the zoning for the following property from Planned Development Designation No. 254, Zone 1 to Planned Development Designation No. 290, Zone 2: Lot 1 Block 1, U HAUL APPLE VALLEY ADDITION Section 2. Apple Valley City Code, Chapter 155, Appendix F, Article 10, is amended by adding Section A10-2(B)(4) to read as follows: § A10-2 PERMITTED USES. * * * * (B) Zone 2. Within this zone, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: (4) Storage facilities contained within a building (outdoor storage subject to conditional use). Section 3. Apple Valley City Code, Chapter 155, Appendix F, Article 10, is amended by revising Section A10-5(A)(1) to read as follows: § A10-5. MINIMUM BUSINESS AREA REQUIREMENTS. A. The following minimum area standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so improved or used shall meet the following area and dimensional requirements: (1) Table of minimum area requirements and standards. The dimensions shall be measured in feet unless otherwise specified. Requirements Zone 1 Zone 2 Minimum Lot Dimensions Lot area (square feet) Interior 15,000 20,000 Corner 17,250 23,000 2 Lot width (fronting principal, arterial or community collector street) 150 200 Interior 100 100 Corner 115 115 Minimum Building Setback Along principal or arterial streets 40 40 Along community collector streets 40 40 Along all other streets 30 30 Side lot line 10 10 Rear lot line 15 20 Abutting one-family detached, duplex or multiple lot 30 60 Minimum Parking Setback Along all streets 20 20 Side or rear lot line 5 5 Abutting one-family detached, duplex or multiple lot 20 20 Driveway setback from principal or arterial street 100 100 Maximum Building Coverage Coverage of lot (percentage) 30 30 40 Maximum Building Height Maximum height 35 40 * * * * Section 4. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. ____, a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 5. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. 3 Section 6. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 7. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this __________________. ________________________________ Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 4 CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F, ARTICLE 10 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 254 The following is the official summary of Ordinance No. ____ approved by the City Council of Apple Valley on ________________. Lot 1 Block 1, U HAUL APPLE VALLEY ADDITION, City of Apple Valley, County of Dakota, State of Minnesota, addressed as 6895 51st ST W, is re-designated from Zone 1 to Zone 2 of Planned Development Designation No. 254. Apple Valley City Code, Chapter 155 Appendix F, Article 10, governing Planned Development Designation No. 254 is amended by adding storage facilities contained within a building (outdoor storage subject to conditional use) as a permitted use within Zone 2 and by revising total building coverage in Zone 2 from 30% to 40%within Zone 2 of Planned Development No. 254. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 - 147th Street West, Apple Valley, Minnesota 55124. I T E M: 4.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 15, 2021 S E C T I O N:P ublic Hearings Description: Cowboy J acks P D-290 A mendment S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: AV C, L L C P roject Number: P C21-31-Z Applicant Date: 11/16/2021 60 Days: 1/15/2022 120 Days: 3/16/2022 AC T I O N RE Q UE S T E D: Open the public hearing for a proposed amendment to Planned Development 290, receive public comments, and close the hearing. T hough it is not the policy of the Planning Commission to act on an item the evening of the hearing if the C ommission concurs staff is recommending the following. Recommend approval of the draft ordinance amending the building setback along "all other streets" from 30' to 20'. S UM M ARY: T he owner of C owboy J acks, AVC , LLC , has requested an amendment to Planned Development 290 (PD -290) reducing the setback along low traffic roadways from 30' to 20' to allow for the construction of a 328 sq. ft. building addition. T he addition is small enough that it does not require a site plan and building permit authorization. T he site is located at 14998 Glazier Ave at the northeast corner of C edar Ave and C SA H 42. T he applicant seeks to construct a building addition that will allow for smoke house cooking and a pickup window for to-go food orders on the eastern side of the existing building. City Code requires a building setback of 30' for property lines abutting "all other streets" or those with smaller traffic loads. T he existing building is setback 24', which is not in conformance with the current setback. Additionally, the neighboring property, AmericInn was granted a setback variance in 1996 allowing the building to be 15' from the property line after the structure was constructed. Since that time the C ity has determined that variances are not permitted within Planned Developments. An ordinance amendment is the only path to allow a reduced setback as the applicant as requested. By reducing the setback to 20' the existing Cowboy J acks building will be brought into conformance, and the proposed addition can be constructed in conformance with the zoning ordinance. In order to amend the ordinance a public hearing and neighbor notification are required. A draft ordinance amending the setback along "all other streets" is attached to this report for Commission review. B AC K G RO UND: T he proposed amendment would affect 10 properties, including the subject parcel. Over the last 5-10 years the C ity has supported redevelopments in the downtown when setback variances are requested as it creates a more urban environment. T his amendment would not affect the setback from C edar Ave as Cedar is a different road classification that requires greater setbacks. T he 2040 C omprehensive Plan also notes that the C ity is supportive of redevelopments and adaptive reuse of commercial sites, particularly in the downtown. P roposed B uilding T he building addition is proposed to be constructed to appear as a train car attached to the building, paying homage to the Cowboy theme. T he applicant narrative describes the intent and purpose in greater detail. Additional train themed murals and accents are also proposed to add architectural flair to the façade. As noted previously, the addition minor in comparison to the overall building and therefore does not require site plan/building permit authorization. T he addition will however require that 2.5% of the means construction cost be applied towards on site landscaping or murals, which is proposed by the applicant. A mural cannot be utilized as additional building signage. A ny storage of wood must be screened from off site either through fencing or landscaping. T here is no parking requirement for the addition as it is too small by code standards and does not add any additional customer seating. A pick up window for to-go order is included on the south side of the addition adjacent to several parking stalls. T he C ity has seen a high demand from restaurants seeking to amend their current site or building configurations to accommodate to-go orders due to C O VID. With the proximity to parking spaces the window is well placed to serve customers without impacting the parking demands on the site. A condition of the building permit will be that no additional exterior seating be added to the site without approval from the C ity as this would affect parking demand and potentially the sewer availability charge through the Metropolitan C ouncil. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Plan S et Applicant L etter Ordinance 147TH ST W 150TH ST WCEDAR AVEGLAZIER AVE GLENDA DRGARRETT AVECEDAR AVEGLAZIER AVE150 TH ST W GARRETT AVESITE COWBOY JACKS 14998 GLAZIER AVELOCATION MAP ^ Zone 5 Zone 1 Zone 1 Zone 1 147TH ST W 150TH ST WCEDAR AVEGLAZIER AVE GLENDA DRGARRETT AVECEDAR AVEGLAZIER AVE150 TH ST W GARRETT AVERB RB PD-290 SITE COWBOY JACKS 14998 GLAZIER AVEZONING MAP PD-290 ZONE 1 ^ Zone 5 Zone 1 Zone 1 Zone 1 © 2021 Charles Levin Architects Charles Levin Architects 2300 Milwaukee Avenue Minneapolis Minnesota 55404-3150 P: 612.729.5333 M: 612.940.3758 E: chuck@clevin.com ARCHITECT'S PROJECT #1584 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Charles A. Levin Registration No. 14672 Date: XX.XX.2021 COWBOY JACK'S 14998 Glazier Apple Valley, MN CONTACT: Ken Sherman (612) 251-3630 kens@shermangroup.com 4:30 PM Tue, Nov 16, 2021 ISSUED FOR OWNER REVIEW 9.29.21 ISSUED FOR SURVEYOR INFO 9.30.21 ISSUED FOR OWNER REVIEW 10.8.21 FOR MUNI CI P A L REVI E W O N L Y NOT F O R C O N ST R U CTI O N ISSUED FOR OWNER REVIEW 11.12.21 ISSUED FOR MUNICIPAL REVIEW 11.16.21 5 A2 2-6 9-0 PICK-UP WINDOW7-615-51-62-4 4'-1"3'-6" STORAGE4'-6"x2'-8"x7'0" REFRIGERATORSMOKERSW/HOOD OVER IF REQ'DSINKS5-0 3'-5" 5-0 4-04-0QUARRY TILE FLOOR AND BASE REQUIRED COUNTER DEPTH CONTROLS LOCATION OF ADDITION. SEE FLOOR PLAN FOR EXACT PLACMENT OF ADDITION 6'-5"SS WORK SURFACE WITH STORAGE UNDERNEW LOCKING CAFE STYLE IMPACT DOORS IN EXG OPENING 7B A2 NEW OPEN FACED DOWNSPOUT NOTE: UNDERGROUND UTILITY LOCATIONS UNKNOWN. CURLY'S SMOKED MEATS A1 N ADDITION REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"2 RIVER ROCK BED EXISTING CURB TO REMAIN NEW CONC SIDEWALK SLOPED TO DRAIN. FLOOR DRAIN VENT HOOD IF REQUIREDFIXTURE TYPE AND QUANTITY TO BE DETERMINED BY DESIGN/BUILD ELEC. CONTRACTOR CODE COMPLIANT SUSPENDED CEILING SYSTEM. CODE COMPLIANT VENT HOOD PROVIDED BY OWNER AND INSTALLED BY HVAC. ENTIRE HVAC SYSTEM TO BE ENGINEERED AND PROVIDED BY DESIGN/BUILD HVAC CONTRACTOR. EXG STEEL BEAM OPEN FACED DOWNSPOUT EXISTING MONUMENT SIGN TO REMAIN EXISTING HYDRANT TO REMAIN REWORK EXG POST INDICATOR VCALVE TO BE FLUSH WITH SIDEWALK. EXISTING 14"D TREE TO REMAIN EXISTING POLE MOUNTED LIGHT FIXTURE TO REMAIN (2) SMOKER WOOD STORAGE RACKS (COVERED) BY OTHERS NEW CONCRETE SIDE- WALK SLOPED TO DRAIN. EXISING SODDED YARD TO REMAIN SHEET INDEX A1 PLANS A2 SECTIONS AND ELEVATIONS C1 CIVIL C2 SURVEY ADDITION FOUNDATION PLAN SCALE: 1/4" = 1'-0"3EXG HEADEREDOPNG ABOVEEXG HEADEREDOPNG ABOVEEXISTING BRICK VENEER EXG HEADEREDOPNG ABOVEEXISTING STEEL BEAM BEARING ABOVE (STL COL & EXPANDED FOOTING ASSUMED). EXG STEEL BEAM ABOVE 12'-0"26'-0"EXG WALL NOTE: ALL STRUCTURAL ENGINEERING BY OTHERS. ADD 4" CMU FROM TOP OF EXISTING FOOTING TO SLAB BEARING. 3'-2 1 2"4'-0"4'-0"4'-9 1 2"C E D A R A V E N U EG L A Z I E R A V E N U E RESTAURANT KITCHEN EVENT CENTERPATIO W M M W ADDITIONEXISTING SITE PLAN SCALE: 1:2401 EXISTING PARKING LOT EXISTING PARKING LOT24.6' ± EXISTI N G B UIL DI N G C O R N E R (S E E S U RV E Y) 10 A2 EXISTING WOMEN'S ROOM EXISTING MEN'S ROOM REPLACE DAMAGED CONCRETEEXG. CON. SIDEWALK EXISTING CANOPY ABOVE TO REMAIN NEW OVERHANG (HOLD CLEAR OF EXG CANOPY)INFILL EXISTING WINDOWS WITH FRAMING AND GWB.EXG STEEL BEAM 5'- 1 0 " ±EXG SIGNADDITION FLOOR PLAN SCALE: 1/4" = 1'-0"4 G L A Z I E R A V E N U EPROP ER T Y L IN E ( S E E SURV E Y ) GENERAL NOTES 1. DESIGN AND DRAWINGS FOR EXTENSION OF FIRE PROTECTION SYSTEM TO BE BY DESIGN/BUILD FIRE PROTECTION CONTRACTOR. 2. KITCHEN EQUIPMENT AND CASEWORK FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 3. FINAL ROOF DRAINAGE DETAILS TO BE DETERMINED. 4. D/B ELECTRICAL TO PROVIDE ALL NECESSARY PIPES AND BOXES FOR OWNER SUPPLIED LOW VOLTAGE WIRING AND EQUIPMENT (SECURITY, DATA, VOICE, A/V, ETC.) 5. D/B ELECTRICAL TO DESIGN, ENGINEER AND DRAW POWER AND LIGHTING SYSTEMS AS REQUIRED FOR PERMIT. 6. D/B MECHANICAL TO DESIGN, ENGINEER AND DRAW COMPLETE HVAC SYSTEM AS REQUIRED FOR PERMIT INCLUDING AND AIR RELATED ASPECTS OF KITCHEN EQUIPMENT). 7. D/B PLUMBER TO DESIGN, ENGINEER AND DRAW COMPLETE PLUMBING SYSTEM AS REQUIRED FOR PERMIT, INCLUDING, BUT NOT LIMITED TO, NEW SINK AND FLOOR DRAIN). HAND SINK MAY BE REQUIRED. NEW GATES TO HAVE SIMILAR APPEARANCE TO ADJACENT FENCE (GATE ENGINEERING BY STRUCTURAL)EXISTING GATESEXISTING DOORS TO REMAIN EXG STEEL COL 1 A2 2 A2 3 A2 4 A2 9 A2 8 A2 PROPERTY LINE (SEE SURVEY) REPLACE ANY SUBSTANDARD FENCE COMPONENTS AND FINISH TO MATCH. EXG WOOD FENCE TO REMAIN NEW GATES 20' ± ADDITI O N FA C E OF SI DI N G ( S EE S U RV EY) © 2021 Charles Levin Architects Charles Levin Architects 2300 Milwaukee Avenue Minneapolis Minnesota 55404-3150 P: 612.729.5333 M: 612.940.3758 E: chuck@clevin.com ARCHITECT'S PROJECT #1584 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Charles A. Levin Registration No. 14672 Date: XX.XX.2021 COWBOY JACK'S 14998 Glazier Apple Valley, MN CONTACT: Ken Sherman (612) 251-3630 kens@shermangroup.com 7:54 PM Tue, Nov 16, 2021 ISSUED FOR OWNER REVIEW 9.29.21 ISSUED FOR SURVEYOR INFO 9.30.21 ISSUED FOR OWNER REVIEW 10.8.21 FOR MUNI CI P A L REVI E W O N L Y NOT F O R C O N ST R U CTI O N ISSUED FOR OWNER REVIEW 11.12.21 ISSUED FOR MUNICIPAL REVIEW 11.16.21 CURLY'S SMOKED MEATS A23'-0"TRANSACTION WINDOW SKIRT SIDING METAL ROOFING EXISTING BRICK VENEER WALL VERIFY SMOKER SIZE VERIFY HOOD REQMNTS EXISTING HEADERED OPENING NEW FINISHED FLOOR FLUSH WITH EXISTING 8"SOUTH ELEVATION SCALE: 1/4" = 1'-0"8 NORTH ELEVATION SCALE: 1/4" = 1'-0"10EAST ELEVATION SCALE: 1/4" = 1'-0"9 SECTION LOOKING NORTH SCALE: 1/4" = 1'-0"1 SECTION LOOKING EAST SCALE: 1/4" = 1'-0"2 SECTION LOOKING WEST SCALE: 1/4" = 1'-0"4 'PASSENGER' WINDOWS (THICK WALL) SERVING WINDOW FIXED WINDOW THICKEN FINISHED WALL MATERIALS TO CREATE RECESS AT SKIRT 'PASSENGER' WINDOWS (5 @ NOM 20"x30") TRIM BOARDS METAL FLASHING ROOF VENT EXHAUST HOOD ROOF VENTNOMINAL 3'-0" TRANSACTION WINDOW TO BE SELECTED. PROVIDE MATCHING WIDTH FIXED WINDOW ABOVE WITH HEAD HEIGHT MATCHING EAST WINDOWS. PROVIDE MATCHING WIDTH FIXED WINDOW ABOVE DOOR WITH HEAD HEIGHT MATCHING EAST WINDOWS. 3'-4" WIDE DOOR WITH LOWER PORTION FINISHED WITH SIDING AND TRIM TO MATCH ADDITION.METAL VENEERED COUNTERTOP FIXED SHUTTERS. 1'-4" ±1'-4" ± SECTION AT SMOKERS/HOOD SCALE: 1/4" = 1'-0"5 SECTION LOOKING SOUTH SCALE: 1/4" = 1'-0"3 2'-2 1 4" RETURN GWB/FRP INTO WDW OPENING TRUSS IS WINDOW HEADER TRUSS IS WINDOW HEADER THRESHOLD TRANSACTION WINDOW PRODUCT TO BE SELECTED METAL VENEERED SERVING COUNTER EXTENSION (SLOPE TO DRAIN) NEW CONC SLAB. SEE PLAN. CASEWORK AND APPLIANCES BY OWNER LOCATION OF OPENINGS IN EXISTING WALL ATTIC VENTILATION BOTH ENDS, EAST SOFIT AND ROOF EXG CANOPY EXG LIGHTS EXG CANOPY EXG LIGHTS DRIP FLASHING (CONT) EXTERIOR CONCRETE SLAB MEMBRANE LINED GUTTER WITH HEAT CABLES VENEER LOWER DOOR WITH SIDING TO MAKE IT 'DISAPPEAR.' OPEN-FACED DOWNSPOUT WITH HEAT CABLES DETAIL SCALE: 1 1/2” = 1'-0"6 NEW GATENEW GATE TO MATCH FENCE(2) SMOKER WOOD STORAGE RACKS (COVERED) BY OTHERS TRAIN THEMED MURAL IN LIEU OF ADDITIONAL LANDSCAPING. ADDITION SECTION SCALE: 1/2" = 1'-0"7B 10'-0"1'-0" EXG CONDITION WHERE SLAB MEETS FOUND- ATION WALL UNKNOWN. SIZE AND CONFIGURATION OF EXISTING FOUND- ATION/FOOTING UNKNOWN NEW 4" CMU FROM T.O.EXG FTG TO SLAB BEARING NEW CONCRETE SLAB EXISTING FOOTING LEDGE ASSUMED. EXG. THIN BRICK VENEER OVER GWB OVER FRAMING (VERIFY)10'-0 1/2" TRUSS BEARING2" RIGID INSULATION BOARD OVER NEW FOUNDATION WALL PREFINISHED METAL INSULATION COVER SLOPE ADJACENT SURFACES TO DRAIN NEW FOOTING TO MATCH DEPTH OF EXISTING FOOTING COMPACTED BACKFILL SIDING WEATHER BARRIER SHEATHING (FLUSH WITH FNDTN INSUL) 2x10 FRAMING CUT BACK TO 5.5" VAPOR BARRIER 5/8" GWB (WATER RESISTENT WHERE REQ'D) FRP (OR OTHER CODE COMPLIANT FINISH) RECESSED SOFFIT DRIP DETAIL LUMBER TO BE TREATED WHERE REQUIRED BY CODE 1'-0"1'-1 1 4" 2'-1 1 4" DUCT CHASE DOUBLE BEADED SOFFIT WITH CONTINUOUS SCREENED VENT 1x FASCIA METAL ROOFING SYSTEM OVER MEMBRANEON SHEATHING PAINTED WOOD WINDOW AND 1x EXTERIOR CASING (PROVIDE DRIP FLASHING AS NECESSARY)4'-2"3'-0"2'-6" NOM.R.O. VERIFYRETURN GWB/FRP INTO WINDOW OPENING ALL 4 SIDES CUSTOM WOOD ROOF TRUSS. SUBMIT MN ENGINEER SIGNED SHOP DRAWINGS. NOTE UNIQUE BEARING CONDITIONS. QUARRY TILE FLOOR AND BASE SUSPENDED CEILING SYSTEM INFILL EXG WINDOWS WITH FRAMING AND GWB. FINISH FLUSH WITH EXG, INT, BRICK VENEER. BEAD EDGE OF GWB. AT NEW DOOR, INFILL AS NEC OVER DOOR FRAME. CUT OPENING TO FLOOR AT LOCATION OF NEW DOOR TO ADDITION. VERIFY JAMB FINISHES WITH OWNER. PROVIDE NOMINAL CLEARANCE AT EXISTING WALL FRAME GUTTER TO SLOPE 1/4" PER FOOT MINIMUM TO NORTH. LINE GUTTER WITH ADHERED MEMBRANE ROOFING AND EXTEND UP BRICK WALL AND UP AND OVER CURVED ROOF. PROVIDE T-STAT CONTROLLED CONTINUOUS HEAT CABLES TO OUTLET AT BOTTOM OF DOWNSPOUT AT NORTH END. COUNTERFLASHING INSERT INTO BRICK NEW 2x4 BEARING WALL FINISHED ON KITCHEN SIDE SAME AS EXTERIOR WALLS NON-LOAD BEARING EXTENSION LOAD BEARING TO FOUNDATION 12'-1 1/4" 13'-4 3/8" ± 12'-0 1 2" 10'-0"3 3 4"11 3 8"9 3 8" 1'-0"3 1 8" ±1'-3"5 12"10 12"3'-8"VERIFY3 3 4" TRUSS ELEVATION SCALE: 1/2" = 1'-0"6 DASHED LINE SHOWS CONTINUOUS SEALED VAPOR BARRIER DUCTWORK AND PIPE PATH INTO ADDITION. INSULATE AS NECESSARY. 3 4" VENTILATED ATTIC SOFFITS, ENDS AND ROOF NOTE: PROVIDE DROPPED TRUSSES AT ENDS FOR ROOF CANTILEVER FRAMING. STATIONARY ATTIC VENTS AT 4'-0" o.c. 7A SLOPE 1/4" PER FOOT TO DRAIN TO NORTH HIGH LOWMINIMUM DEPTH REQUIRED BY TRUSS DESIGNER 2" RIGID INSULATION DESIGN OF SLAB, FOUNDATION AND ANCHOR BOLTS BY STRUCTURAL HOLD GRADE DOWN WHERE POSSIBLE TO ALLOW SIDING TO DRY PREFINISHED METAL INSULATION PROTECTION COVER UNFACED BATT INSULATION 1/2" PWD SHEATHING FLUSH WITH INSUL WIND BARIER SIDING. BACK BEVEL BOTTOM TO DRIP 2 6 QUARRY TILE FLOOR AND BASE VAPOR BARRIER OVER COMPACTED BASE TREATED PLATE VAPOR BARIER. ENVELOP ENTIRE SPACE AND SEAL AGAINST EXISTING BUILDING. SEAL AT ALL EDGES, OVERLAPS PENETRATIONS, OPENINGS, ETC. PROTECT DURING CONSTRUCTION AND REPAIR ALL DAMAGE BEFORE COVERING WITH FINISHES. FRP OVER 5/8" GWB N90°00'00"E246.63R:952.39R:951.81TNH954.22R:952.49TNH956.2414''954.1FD IP#42309MAIN FLOOR955.47954.2954.69 5 4 . 5 954.6954.9955.2955.59 5 4 . 9955.4955.4955.0954.69 5 4 . 3 9 5 4 . 0 9 5 3 . 8 953.4954.0952.49 5 3 . 2 952.3952.1953.5953.9955.2955.0953.4953.5952.1951.9954.8954.8954.4953.8953.6953.0952.0EXISTINGBUILDING9.744.844.824.6 E X . S I G N EXISTINGBUILDINGΔ=13°31'42"R=277.1165.43COUNTY ROAD 23 (CEDAR AVENUE)N0°03'30"E186.00 N90°00'00"E239.00N0°00'00"E 83.00 N 4 2 ° 3 9 ' 0 1 " E 6 8 . 3 9 GLAZIER AVENUEINDICATOR POST55SIDEWALKNORTHWEST CORNER OF LOT 1, BLOCK 1WEST LINE OF LOT 1, BLOCK 1 55UTILITY EASEMENT3 0 3 0 303025.0025' HIGHWAY EASEMENT PERDAKOTA COUNTY ROAD RIGHTOF WAY MAP NO. 18012.5026.25 11.14 PROPOSED ADDITION 19.68FINISHEDEXTERIORDIMENSIONSDENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING UTILITY BOXDENOTES EXISTING SERVICE OR CLEANOUTDENOTES IRON MONUMENT FOUNDDENOTES IRON MONUMENT SETDENOTES EXISTING POWER POLEDENOTES EXISTING LIGHT POLEDENOTES EXISTING CONSERVATION POSTOR WET LAND BUFFER POSTDENOTES EXISTING TREE8" TREE000.0DENOTES WOOD HUBDENOTES NAILDENOTES EXISTING RETAINING WALLDENOTES PROPOSED RETAINING WALLDENOTES EXISTING ELEVATIONDENOTES PROPOSED ELEVATIONDENOTES AS BUILT ELEVATION(000.0)000.0DENOTES EXISTING TREELINEDENOTES DIRECTION OF SURFACE DRAINAGEDENOTES EXISTING FENCELEGENDDENOTES EXISTING F.E.S.Legal Description: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 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.EXISTING CONDITIONS SURVEYAPPLE VALLEYMINNESOTA11JM10/8/2021AS SHOWN17705.00APPLE VALLEY, MN14998 GLAZIER AVESHERMAN GROUPPart of Lot 1, Block 1, APPLE VALLEY COMMERCIALADDITION, Dakota County, Minnesota, lying north andwest of a line described as commencing at the northwestcorner of said Lot 1; thence on an assumed bearing ofSouth 00 degrees 03 minutes 20 seconds West, along thewest line of said Lot 1, a distance of 186.00 feet to thepoint of beginning of the line to be described; thence Easta distance of 239.00 feet; thence North a distance of 83.00feet; thence North 42 degrees 39 minutes 01 seconds Easta distance of 68.39 feet to the southwesterly right of wayof Glazier Avenue and said line there terminating. CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY AMENDING CHAPTER 155--APPENDIX F, ARTICLE 2 OF THE CITY CODE REGULATING PLANNED DEVELOPMENT 290 The City Council of Apple Valley Ordains: Section 1. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by revising Section A2-5(A)(1) to read as follows: § A2-5 MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS. (A) The following minimum area standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so used or improved shall meet the following minimum area and dimensional requirements: (1) Table of minimum area requirements and standards. MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 290 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 "I" Uses All Other Uses Minimum Lot Dimensions Lot area (square feet) 10,000 10,000 130,000 10,000 10,000 10,000 Lot width (feet) 100 100 150 100 100 100 Minimum Building Setbacks Along principal or minor arterial streets (feet) 40 40 60 40 40 20 Along all other streets (feet) 30 20 30 60 30 30 20 Side lot line (feet) 10 10 10 10 10 10 Rear lot line (feet) 20 20 20 10 20 20 Abutting R district (feet) 20 -- -- -- 20 -- Minimum Parking Setbacks Along principal or minor arterial streets (feet) 20 1 20 15 20 5 5 Along all other streets (feet) 20 20 15 20 10 10 Side or rear lot line (feet) 5 5 5 5 5 5 Abutting R district (feet) 10 -- -- -- 10 -- Maximum Building Coverage Coverage of lot (percentage) 20 20 30 20 20 20 Maximum Building Height 2 Maximum height (feet) 30 30 45 30 30 35 If all minimum setbacks are increased by ten feet (feet) 45 45 -- -- -- 45 If minimum setbacks are increased 1.5 feet for every one foot over 30 feet and a minimum building separation of one-half times the combined height of adjacent building faces is maintained (feet) -- -- -- 100 -- -- Minimum Retail Floor Area Initial building (square feet) -- -- 20,000 -- -- -- Dwelling Unit Density One or two story -- -- 3,960* (11)** -- -- -- Three or four story -- -- 2,720* (16)** -- -- -- Sign Setbacks Along principal or minor arterial streets (feet) *** *** *** *** 5 *** NOTES TO TABLE * Square feet on land per unit. ** Units per acre. *** As required in Chapter 154 of the City Code, Sign Regulations 1 The parking lot setback may be reduced to ten feet when the one-half right-of-way dedication of the principal or minor arterial street is a minimum of 90 feet. * * * * Section 2. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 3. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 4. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this __________________. ________________________________ Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 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:December 15, 2021 S E C T I O N:L and Use / Action I tems Description: A pple Valley I ndustrial - Opus Development S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: Opus Development Group P roject Number: P C21-30-B Applicant Date: 11/17/2021 60 Days: 1/16/2022 120 Days: 3/18/2022 AC T I O N RE Q UE S T E D: Recommend approval of a 112,170-sq. ft. spec. industrial building on Outlot A Karamella Addition located at the northwest corner of 147th St. and J ohnny C ake Ridge Road subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. T he Building Permit shall be applicable to property legally described as Outlot A (or future legal description once the property receives final plat approval) Karamella Addition. 3. Construction shall occur in conformance with the site plan dated December 12, 2021, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement. 4. Construction shall occur in conformance with the landscape plans dated December 12, 2021, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2.5% landscaping requirement at the time of building permit application. Additionally, screening of the truck bays on the eastern property line shall be added to ensure screening from 147th St. W. 5. Construction shall occur in conformance with the elevation plan dated December 12, 2021. Additional glass shall be added to the west corners of the building consistent with examples provided by the applicant. 6. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 7. Site grading shall occur in conformance with a N atural Resources Management Plan (N RMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the G eneral Storm Water Permit approval from the Minnesota Pollution C ontrol Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State N P D ES Permit prior to commencement of grading activity. 8. Construction shall be in conformance with lighting requirements in the C ity C ode including downcast shoebox lighting. 9. 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. 10. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday as the site is adjacent to public park area and residential homes to the northwest. 11. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the C ity. 12. A bike rack should be installed in front of the building at a location that will not impede use of any sidewalk. 13. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 14. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per ho u r. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 15. Subject to all conditions outlined in the C ity Engineer's memo dated 11/19/2021 and all revisions based on 12/8/2021 plan resubmission from the applicant. 16. Any overnight parking of vehicles or equipment shall require an exterior storage conditional use permit and effective screening. 17. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the C ity or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 18. T he ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. S UM M ARY: Opus Development C ompany, LLC , has applied for Site Plan and Building permit authorization for construction of a 112,170-sq. ft. spec. industrial building on a 8.21- acre site located along the north side 147th Street West and west of J ohnny C ake Ridge Rd. and the Abdallah C andies facility. T he site is currently vacant and has two possible access points off of 147th St. W, both are fixed due to spacing requirements. Tenants have not yet been identified for the site. T he building is being proposed as a speculative building. Minor changes to the building are possible in the future accommodate potential users. Dakota C ounty has identified the western portion of the site for the Dakota County Greenway trail. A 25’ easement is shown, which meets Dakota County requirements. T he site is an outlot and will require a final plat application prior to the C ity being able to issue a building permit. Grading can occur by the owner of record. No utilities or improved infrastructure can be constructed until a final plat is approved by the C ity C ouncil and other appropriate permits have been issued. B AC K G RO UND: Site P lan T he building at the proposed 112,170 sq. ft. includes 28 potential truck bays. T he applicant has noted that it is possible not all of these will be utilized based on the tenant mix. Auto-turn drawings for an Apple Valley Fire truck were submitted with the plans, but prior to final approval Auto-turn drawings must demonstrate the ability for a full sized semi-trailer to access and traverse the site. T hese exhibits have been submitted to the C ity for the City Engineer to review. Site circulation was evaluated by the C ity Engineer both internally, and on public streets. Utilizing the projected traffic counts from this development and the traffic projections provided when Abdallah was constructed in 2016 include their planned expansion, there are no site circulation conflicts for both employees, visitors, and trucks. Comprehensiv e Guiding and Zoning T he site is guided for industrial and zoned I-2 “General Industrial”. T he applicant has been sent a copy of the ordinance for permitted and conditional uses to assist in the identification of tenants. T he use of the site in the future may require a conditional use permit for the exterior storage of semi-trailers. T his is consistent with other nearby developments, including the adjacent multi-tenant industrial when vehicles or materials are stored outside. T he site requires a building setback of 50’ from 147th, 20’ from the rear, and 10’ from the interior side lot lines; all of these requirements appear to have been met. P arking As the site is designed as a speculative development, parking demand cannot be fully determined at this time. Staff has evaluated the site to ensure that the maximum use/mix of business, warehouse, and distribution sufficient on-site parking, or proof-of-parking will be available. T he applicant currently shows a proof of parking area in the southwest side of the site. T his area may be required to be constructed immediately depending on the identified tenant or tenants at the time of building permit and could potentially affect the final occupancy. Landscaping and Screening T he building will be subject to landscaping requirements outlined in City Code for industrial buildings. T his requires that 1.5% of the means construction cost of the building must be applied towards on-site landscaping. A bid list will be required at the time of building permit. T he dock area may include future users that would seek to store semi-trailers overnight on the site. T his would require a conditional use permit for exterior storage. Any exterior storage area will require screening through landscaping and/or an opaque fence. Future users may be affected if an area for this landscaping is not considered in the current site plan. Additionally, the truck bays require effective screening from 147th such as berming, fencing, and landscaping. Building E lev ations T he proposed building consists of a concrete panel system. T he applicant was worked with staff to enhance the building materials, and incorporate finishes that are integral to the building materials. A condition of approval will be to enhance the front corners of the building with additional glass finishes similar to a sample building provided by the applicant. T he building façade includes horizontal banding with coloration and texture changes to break the massing of the building, an important element due to the size and span of the walls. Similar vertical coloration changes in the materials to further define building sections and provide visual interest. T he City has also been consistent with the screening of mechanical equipment. As this is a speculative building, it can be difficult to determine the final location of HVA C units. As such, the applicant has provided a site-line study. T his exhibit demonstrates areas of the building where HVA C equipment of varying heights cannot be viewed from 147th or the property lines. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Memo Plan S et Elevations Exhibit 150TH ST WFLAGSTAFF AVE1 4 7 T H S T W JOHNNY CAKE RIDGE RD142ND ST W FERNANDO AVE148TH ST W UPPER 147TH ST WEXLEY LNEVEREST AVEEXCELSIOR LN1 4 3 R D S T W 1 4 9 T H S T W EVEREST AVE150TH ST W 149TH ST W SITE APPLE VALLEY INDUSTRIAL LOCATION MAP ^ PD-167MN Zoological Garden 150TH ST WFLAGSTAFF AVE1 4 7 T H S T W JOHNNY CAKE RIDGE RD142ND ST W FERNANDO AVE148TH ST W UPPER 147TH ST WEXLEY LNEVEREST AVEEXCELSIOR LN1 4 3 R D S T W 1 4 9 T H S T W EVEREST AVE150TH ST W 149TH ST W AP P I-1 I-1 I-1 I-1 I-1 I-2 M-5C SITE APPLE VALLEY INDUSTRIAL ZONING MAP I-2 - "General Industrial ^ PD-167MN Zoological Garden CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: November 19, 2021 SUBJECT: Apple Valley Industrial Plan Review per plan submitted 11/03/21 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: • Shoring (if applicable) • Protection of public utilities within existing drainage and utility easements shall be protected at all times. • Material Storage. • Haul routes to and from the site. • Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. Permits 1. A public infrastructure project is anticipated for the required right turn lane in public right of way. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 2. Department of Labor and Industry (DOLI) shall review private utilities. 3. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 4. A right of way permit will be required for all work within public easements or right of way. 5. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 6. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Stormwater Permit. The applicant must provide proof of permit. Site 1. Clarification is requested on C400 Site Plan for additional parking requirement and what is proposed to be constructed at this time along with future proof of parking requirements. 2. Right turn lanes are required at all access points along 147th Street. The RT lane should be 160’-180’ in length with a 60’-100’ taper length. 3. Include additional Auto turn drawing for WB-62 (53’ semi-truck) which would be anticipated to be used entering and leaving the site. 4. C400 shall include reference to be constructed per AV Plate No. STR-5 Non Residential Driveway (Concrete Entrance). 5. The Dakota County North Creek Greenway Trail is proposed to align along the western side of site. 25’ trail easement is shown where trail is proposed. Grading in the NW corner of site should be adjusted to allow for 5% maximum grades of future trail. Traffic 1. The Kimley Horn info for trip generation appears correct from ITE. They are showing 28 truck bays, so the ITE estimate may end up being low. It was analyzed at the peak hours assuming double the truck trips just to be conservative. This ended up with 1 in and 1 out during each of the AM and PM peak hours. 2. The Kimley Horn AADT estimate of 4950 was from 2018. The previous study did show an AADT of 6700, however, based on the MnDOT site, this was pretty far west on 147th, so the 4950 is likely ballpark correct. It’s slightly higher now with the opening on Menards however, but still close to 5000 vpd. 3. Running through the 2025 analysis with the full build of Abdallah, they can expect southbound queues to reach 2 vehicles at reach back to the employee driveway about 50 percent of the PM peak hour. No AM issues. a. When this happens, about 50 percent of the peak hour another 1 vehicle will wait to turn westbound left from the Abdallah Employee lot to the driveway approach 147th. The delay is less than 10 seconds. b. The southbound delay leaving Abdallah onto 147th is less than 10 seconds per vehicle, on average. 4. It is estimated that the new Outlot development will have 73 in/10 out trips during the AM peak, 10 in/63 out trips during the PM peak, and 545 daily trips. Already stated was the 28 daily truck trips (14 in/14 out). We assumed double the truck trips in the analysis to be sure of any issues that could occur. 5. We completed an analysis both without and with the proof of parking lot included from the Outlot development. a. Without the proof of parking lot included, it is expected that during the AM and PM peak hours, there will be 1 truck entering and 1 truck exiting the Outlot Development truck driveway. With the additional 2 truck trips added, no queueing issues were expected. Both the intersection at 147th and the internal driveways are all expected to have sufficient capacity. The queues are expected to remain almost exactly similar to the 2025 analysis with just the Abdallah expansion. b. With the additional parking lot and access included across from the Abdallah employee lot, it is expected that during the AM peak hour 17 trips enter and 3 exit the Outlot development driveway and during the PM peak hour 3 trips enter and 15 trips exit the Outlot development driveway. With these added vehicle trips, delays and queues are expected to remain similar to conditions with just the Abdallah expansion. Delays leaving the driveways are all under 10 seconds and the southbound delay from the main driveway to 147th St is less than 10 seconds per vehicle, on average. 6. No congestion issues are expected within the internal driveways. The number of vehicles from the Outlot development utilizing the Abdallah west driveway is approximately 20 per peak hour, with 2 truck trips. 7. The westbound right-turn lane into the Outlot development Western Driveway should be incorporated, as it provides added safety and is consistent with all other driveways in the area. This Outlot Western Driveway is their primary employee access and is expected to have over 50 trips entering during the AM peak hour. 8. Kimley Horn should review a larger truck operating through the driveway area to ensure a WB-62 can fit with proper turning. Storm Sewer, Grading. Drainage, and Erosion Control 1. Final Grading Plans shall be reviewed and approved by City Engineer. 2. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 3. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 4. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 5. In accordance with SWMP policy 1.5, the city requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year and 100-year critical storm event. 6. The downstream system (WVR-P56) from the site is limited in storm water capacity and any new or redevelopment will require more stringent rate control requirements. a. The applicant has included a 59 acre watershed and ponding area with outlet that results in 3.2 cfs entering the Abdallah Pond in the pre-development conditions. b. The City has a regulatory allowable discharge of 0.044 cfs/ac in this area, so the total outflow from the 59 ac development to the south should be 59 ac x 0.044 cfs = 2.6 cfs. c. In 2015, the City reviewed the Karamella Site Plans, which indicated the total outflow the site, at that time, was 3.2 cfs. That is, 59 ac x 0.044 cfs + 13.5 ac x 0.044 cfs = 3.2 cfs. d. The predevelopment conditions include an additional 15.77 acres of direct drainage entering the on-site pond, resulting in a 100-year outflow discharge rate of 13.4 cfs. e. The post-development model shows a 7.361 acre Outlot A converting from 50-80% grass to 77% impervious lot. The storm water management plan indicates an 8.2 ac grassed lot. Figure 1 in the report does not show the pond included in this 8.2 acres. These areas should be confirmed and further described as needed. f. The post-development model includes the 59 acres from the south, plus 20.877 acres directly contributing to the Abdallah pond. The difference in pre- and post-development drainage area totals should be described further. g. If the 20.877 ac drainage are to the Abdallah pond is correct, then the allowable discharge north is 59 ac x 0.044 cfs + 20.877 ac x 0.044 cfs = 3.51 cfs. The prop-development model shows a 100-year discharge of 4.58 cfs. • It appears that further pond and/or outlet revisions are necessary to meet the City’s discharge standards. It is recommended in order to reduce the ultimate outflow is to raise the weir in the control structure. An adjustable steel weir plate could be bolted onto the front of the concrete weir wall. This would allow some flexibility to raise the weir if more drainage area is added, as opposed to replacing the OCS again in the future. The current weir was shot at 975.84. It should be raised to 976.40 to get to the outflow down to ~3.5 cfs. h. Water quality volume reduction appears to be addressed in the provided storm water management plan 7. City Ordinance 152.55(B): Maintenance agreement for the proposed storm water management areas will be required and must be recorded. 8. Sheet C500 a. Provide greater detail on storm water basin on plans (side slopes, material composition, depth, infiltration information, underdrain, etc.) b. Plans should specify required clay liner to be used below NWL. c. Infiltration bench should be protected with silt fence during site grading and road construction d. Include inlet protection on south side of 147th Street e. Include signage plan. Signage at buffers shall be in accordance with City Detail Plate GEN-9 – additional signage stated NO SNOW STORAGE should also be included. f. A maintenance and aquatic bench is required on ponds, provide a cross section the proposed pond expansion. Provide an accessible route (8’ min. bench) for future maintenance access to outlet structure and all FES within the storm water basin. Route should be covered by drainage and utility easement. g. The NWL, 100-year HWL and EOF should be indicated on plan sheets for storm water pond and infiltration basin. i. The lowest floor (including basement) shall be: 1. at least 1 feet above the estimated 100-year water surface elevation 2. at least 3 feet above the seasonal high local groundwater elevation 3. The lowest opening shall be: ii. at least 3 feet above the estimated 100-year water surface elevation iii. at least 1 foot above the storm water facility emergency overflow elevation 9. Erosion control measures shall be installed prior to beginning grading operations. 10. A construction entrance shall be provided at all proposed entrances to be utilized for erosion control purposes. 11. Street sweeping shall be performed as necessary to address material tracking from the site. 12. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation (sheet CG101). 13. Minimum greenspace grades should be 2% minimum. 14. Minimum cover on pipe in street shall be 3’, 2’ in greenspace. Check all areas and ensure proposed grading works. 15. Sumps will be required in structures within paved area prior to discharging into ponds. 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. 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-13 and ST-16. 16. Pond short circuiting is a concern by ST02 and ST09. Relocate the outlets to combine with ST12. Re-routing of storm sewer from ST-03 to ST-13 will be necessary 17. Existing unused storm stub along the western property line shall be removed back to manhole. 18. Pipe in easement shall be per City Standards (ST-13 – ST 12) RCP shall be used in lieu of HDPE. Sanitary Sewer and Water main 1. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. 2. Provide hydrant coverage map 3. Remove all unused service stubs back to the main – notes shall be provided along with restoration requirements at each location. Landscape and Natural Resources 1. A revised maintenance agreement will be required for the storm water pond. Ensure maintenance accesses are established with the plan and are clearly depicted. 2. City Ordinance 152.16 (4) (b) (5): A protective buffer zone component (PBC) shall be submitted as part of the natural resource management plan. The plan shall consider the proposed seed mixes and recommended maintenance efforts to ensure the longevity and health of the buffer over time. Provide detail on the proposed storm water seed mix. The detail shall consider a minimum of a three year establishment period per the specific seed mix specifications. Regular ongoing maintenance such as weeding, spot spraying, and inter-planting are likely required to ensure the longevity, health, and functionality of the buffer. a. Sheet L100 proposes three different seed mixes with various establishment periods and maintenance requirements, as detailed by MNDOT: 3. Policy 4.8 of SWMP: Where protective buffer zones are established, the City requires the upland boundary line to be identified by permanent markers, approved by the City. a. The City can provide examples of signs. b. A figure will be needed showing the sign locations, which are required at each lot line, and one at every 50-foot interval. All markers shall be correctly installed prior to the issuance of any NRMP. 4. City Ordinance 152.57: Protective buffer zones will be subject to the requirements and restrictions in this section of ordinance and generally includes: a. Memorializing the buffer zone in a written document approved by the city and recorded on the plat. b. Buffer restrictions on vegetation alterations, topographic alterations, dumping of materials, placement of structures or impervious surface, etc. 5. Trees shall not be planted within 20' of trails, roads, or sidewalks to prevent future conflicts. 6. Sheet L100 quantities of River birch do not match those shown on Plant Schedule. 7. Sheet L100 identifies three Red Maples to be planted in the city boulevard. Ensure all plantings are within the private property. 8. Recommend substituting a Black Hills Spruce variety for the proposed Colorado Spruce due to common fungal problems with Colorado Spruce. The proposed White Pines have a full mature size of 40’ wide. Suggest further spacing, staggering, or substituting a percentage of the white pines to a mixture of more narrow evergreen species such as Norway spruce. 9. The tree planting schedule is diversified per the 30-20-10 rule, however the plan is approximately 47% ornamental trees, 22% large shade trees, and 29% coniferous trees. a. Of the ornamental trees, 42% are Quaking Aspens. Of the large shade trees, 78% are maples. The City recommends further diversifying the large shade tree schedule to include other species. (The 30-20-10 rule suggests an urban tree population should include no more than 10% of any one species, 20% of any one genus, or 30% of any family.) 10. Provide exterior foundation planting plans. The City encourages planting a variety of native species (not cultivars) in the schedule. 11. No trees will be permitted in public easements or ROW. 12. No trees will be permitted in the 100-yr HWL. ST ST ST ST ST ST ST ST ST OCS ST OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010S S S HH IRR GAS METER S G 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 L L H H H H C C C C G B B E E E M G DRAINAGE & UTILITY EASEMENT PER PLAT OF KARAMELLA ADDITION F E F F I I I I I A A A A A TOE OF EXISTING POND N CO D18.5' 24' 18.5'18.5' 24' 24' TYP 75'30'24'24'24' 8'516'217'9'TYP25.9' 16.5'8'8'TYP6'13'23.9'R15.0 R10.0 R30.0 R20.0 R5.0 R20.0 R5.0 R4.5 R4.5 R20.0 R26.0 R20.0 R20.0 R4.5 R4.5 R5.0 R5.0 R50.0 R26.0 R10.0 R5.0 R5.0 20'51.8'29.8' 28' F 55'14'R10.0 R10.0 55'14'O ST-12 ST-11 ST-10 ST-09 ST-08 ST-07 ST-03 ST-02 ST-13 ST-15 ST-20 ST-22 ST-23 ST-24 ST-25 SS-03 SS-02 SS-01 8'P 33'10' Q Q 33'10' 13 6 10 13 17 16 21 20 15 13 25.0' TRAIL ESMT 12' DRA I N A G E & U T I L I T Y E S M T 20' PRK G S E T B A C K 40' BLD G S E T B A C K 5' PRKG SETBACK10' BLDG SETBACK20' BLDG SETBACK 5' PRKG SETBACK 5' PRKG SETBACK10' BLDG SETBACK12' DRAINAGE & UTILITY ESMT46' DRAINAGE & UTILITY ESMT R J 12' S T 12' ST-01 30' ST-17 ST-04 D&U ESMT15.5' D&U ESMT 80.8' D&U ESMT 81.2' D&U ESMT ACCESS ESMTD D D R25.0 U R4.5 R4.5 ST-21 A ST-06 ST-05 ST-14 ST-16 ST-18 ST-19 PREPARED FORSITE PLANC400APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNAMWZTRKJOBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 357,458 SF (8.2 AC) BUILDING AREA 112,170 SF (31.4% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 204 SPACES TOTAL PARKING 204 STALLS PROOF OF PARKING 60 STALLS NET PROPOSED PARKING 144 STALLS ADA STALLS REQ'D / PROVIDED 7 STALLS / 8 STALLS PROPERTY SUMMARY APPLE VALLEY INDUSTRIAL TOTAL PROPERTY AREA 357,458 SF (8.2 AC) RIGHT OF WAY DEDICATION 0 SF (0.0 AC) IMPERVIOUS BEFORE DEVELOPMENT 0.0 SF (0.0 AC) (0.0% PROPOSED IMPERVIOUS AREA 232,954 SF (5.3 AC) (65.2%) PROPOSED PERVIOUS AREA 124,504 SF (2.9 AC) (34.8%) TOTAL DISTURBED AREA 384,958 SF (8.8 AC) OVERALL SITE COMPOSITE CURVE NUMBER CN=87 ZONING SUMMARY EXISTING ZONING I2 - GENERAL INDUSTRIAL PROPOSED ZONING I2 - GENERAL INDUSTRIAL PARKING SETBACKS SIDE/REAR = 5' ROAD = 20' SIDE/REAR (RES): 20' BUILDING SETBACKS ROAD = 40' SIDE = 10' REAR = 20' SIDE (RES)= 60' PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT, SEE INSET A PROPOSED CONCRETE PAVEMENT, SEE INSET B PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND B612 CURB & GUTTER (TYP.), PER CITY OF APPLE VALLEY STANDARD PLATE 2-01 CONCRETE SIDEWALK, SEE C401 MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ADA ACCESSIBLE SIGN. SEE C401 ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT, SEE INSET A, C401 LANDSCAPE AREA - SEE LANDSCAPE PLANS FIRE DEPARTMENT CONNECTION HEAVY DUTY CONCRETE PAVEMENT, SEE INSET B, C401 HEAVY DUTY ASPHALT PAVEMENT, SEE INSET C, C401 CROSSWALK, SEE DETAIL TRANSFORMER PAD MONUMENT SIGN POTENTIAL FUTURE PATIO CONCRETE DOLLY PAD BERM AND LANDSCAPE SCREENING DOMESTIC WATER SERVICE FIRE SERVICE CONCRETE ENTRANCE, PER CITY DETAIL STR-5 A B C D E F G H I J K L M N O P Q R S T U This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg December 08, 2021 - 4:14pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WSB, DATED 09/28/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 8.206 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.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 16.THERE ARE 0.00 ACRES OF WETLAND IMPACTS. PROPOSED LANDSCAPE AREA PROPOSED HEAVY DUTY ASPHALT, SEE INSET C NORTH PROPOSED RIPRAP LIMITS OF DISTURBANCE (OFFSET 3' FOR CLARITY) EXISTING POND SOIL IN UPPER 2.5' OF POND (INFILTRATION ZONE) SHALL CONSIST OF GRANULAR BACKFILL WITH 100 PERCENT PASSING THE 3-INCH (75MM) SIEVE AND NO MORE THAN 10 PERCENT PASSING THE #200 SIEVE. DEPTH OF GRANULAR BACKFILL SHALL BE AS REQUIRED TO EXTEND TO EXISTING NATIVE SANDY SOIL TO PROVIDE FREE DRAINAGE DOWNWARD INTO THE SUBGRADE SOILS. TILL IN 3 INCHES OF COMPOST MEETING MNDOT 3890.2B GRADE 2 IN THE UPPER 3 INCHES OF SOIL WITHIN THE INFILTRATION ZONE. RIPRAP EXTEND TO NWL AT INLET 2.5'INLET EL=969.50 INFILTRATION BASIN WQV EL=969.50 OUTLET EL=967.00 (NWL) FILTER FABRIC EXISTING NATIVE SANDY SOIL FOR INFILTRATION SUBMERGED FLARED END WITH TRASH GUARD (TYP.) MINIMUM OF 6 INCHES OF TOPSOIL MEETING MNDOT 3877.2A SHALL BE SPREAD ON THE POND SIDE SLOPES FROM THE UPPER LIMIT OF THE INFILTRATION ZONE TO THE LIMIT OF THE 16.5-FOOT BUFFER. POND BOTTOM EL=960.00 12" CLAY LINER. SOIL CLASSIFIED AS "SM", "CL" OR "SC" WITH A MAXIMUM PERMEABILITY OF 1X10-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE. EXISTING OUTLET CONTROL STRUCTURE TO REMAIN EXISTING 15" POND OUTLET FLOW EL=969.50 EXISTING 7-INCH ORIFICE EL=969.50 EXISTING CONCRETE WEIR WALL EL = 975.84 EL=969.50 15" RCP -6.41% SLOPE INSTALL ADJUSTABLE STEEL PLATE WEIR WALL AT EL=976.42 0.75'EL=977.00 100-YEAR HWL EL=976.44 ST ST ST ST ST ST ST ST ST OCS ST RIPRAP FES INV: 967.07 NW FES INV: 969.46 NE FES INV: 969.54 SSE FES INV: 980.11 NE OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010S S S HH IRR GAS METER RIM: 984.05 INV: E 968.72 INV: N 964.20 INV: S 964.20 INV: SW 979.20 RIM: 982.55 INV: W 978.45 RIM: 983.62 INV: N 963.67 INV: S 963.67 12" R C P RIM: 982.99 INV: E 969.34 INV: W 969.34 INV: SE 978.29 15" RCP RIM: 982.73 INV: E 969.83 INV: W 969.73 INV: N 978.83 INV: SW 977.63 RIM: 982.16 INV: NE 978.06 RIM: 983.24 INV: E 970.79 INV: W 970.79 INV: N 978.99 RIM: 984.20 INV: S 980.20 INV: E 971.35 INV: W 971.35 12" RCPRIM: 983.17 INV: S 979.17 15" RCPRIM: 984.24 INV: S 980.29 RIM: 985.64 INV: N 980.74 INV: E 972.14 INV: W 972.14 INV: N 972.14 RIM: 985.30 INV: S 980.90 RIM: 983.08 INV: E 971.34 INV: N 971.34 RIM: 983.39 INV: NE 975.14 INV: SW 975.14 INV: TOP WEIR 978.24 INV: SUMP 974.04 12" R C P RIM: 984.36 INV: E 967.71 INV: SW 974.66 INV: N 959.61 INV: S 959.61 24" RCP 24" HDPE RIM: 977.65 INV: SE 970.40 INV: 970.45 RIM: 980.7412" RCPRIM: 984.35 INV: SW 978.90 INV: E 963.25 INV: S 956.10 INV: NW 950.35 RIM: 984.43 INV: NW 966.98 INV: E 966.98 24" RCPRIM: 976.64 INV: NE 968.69 INV: SE 968.84 INV: ORIFACE 969.54 INV: TOP WEIR WALL 975.8415 " R C P RIM: 985.09 INV: E 968.54 INV: SE 968.54 12" RCP RIM: 982.25 INV: E 973.65 INV: SW 973.65 15" RCP 15" RCP27" RCP15" RCP 12" R C P 12" RCP PLUG (PER PLAN) FES INV: 974.80 NE S G 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 97 0 980 96 8 97 2 974 976 978 982 984 984 970968972 974976 978978 980980982 984 984984 980 982 98 4990986988992 990 9 8 2 984986988 992 984 984 984 984986 984 990986988992 984 984984986984986986988978976 984 9869 8 8 982 984 980982980982970 975 980 967 968 969 971 972 973 974 976977978979 981 982 983 984 9 8 5 984986 987987985986987985 983 984 986 987 986 985 985 986 986 987 987 970975980967968969971972973974976977978979981985 984 986987988D986 986985984986987985984986987983983985 984 16.5'9709809689729749769789829842.06%2.06%1.77% 1.62% 1.56% 1.56% 1.91% 1.57 % 1.88% 1.66% 1.66% 1.55% 0.98 %3.34%2.01%1.70% 1.00% 1.00% 1.00% 1.52% 1.83% 1.65% 1.42% 2 . 8 6% 1.62%0.50%0.60%0.60%0.30%0.50%D CO D D 25.87%33.41% 3 3 . 2 3% 33.41% 37.37% 36.21 % 987 984 984987987987987987987 987 ME:983.59 ME:982.49 ME:982.62 102 LF - 12" HDPE @ 0.50% 115 LF - 18" HDPE @ 0.50% 263 LF - 24" RCP @ 0.73% ME:983.18 117 LF - 12" HDPE @ 0.50% 228 LF - 12" HDPE @ 0.50% 217 LF - 18" H D P E @ 0.50% 95 LF - 24" HDPE @ 0.50% 11 LF - 24" RCP @ 0.50% 987.36 987.16 987.39 987.18 987.22 987.39 FFE:988.00 987.40 HP:987.22 987.40 987.24 987.31 987.04 986.90 986.01 986.96 986.52 986.90 983.45 983.05 982.64 983.55 983.55984.00 984.00 988.00 983.44 983.08 983.06 983.44 983.72 983.69 986.41 986.24 986.21 986.21 986.19 986.22 986.27 986.40 987.39 987.39 987.39 987.39987.40 987.45 987.45 987.45 985.38 985.60 985.54 985.27 985.66 985.79 985.87 985.87 984.72 985.07 983.87 983.96 986.45 986.41 982.47 982.95 983.44 986.22 984.44 984.41 FFE:988.00 FFE:988.00 FFE:988.00 FFE:988.01 FFE:988.00 FFE:988.01 FFE:988.00 FFE:988.00 FFE:988.00 FFE:988.00 988.00 987.90 986.97 987.97 988.00 987.81 987.90 987.90 987.50 983.38 983.04 982.85 982.92 985.45 985.48 ST-08 RE:985.96 IE:979.78 S IE:979.28 E ST-11 RE:986.85 IE:981.98 S IE:981.98 N ST-10 RE:986.74 IE:981.47 S IE:980.97 N ST-07 RE:984.10 IE:977.35 W IE:977.35 SE 983.45 983.45 983.84 983.84 983.89 987.90 988.00 ST-09 RE:986.62 IE:980.39 S IE:980.39 N HP:987.11 987.17 987.89 987.39 987.39 ST-12 RE:986.74 IE:982.56 N 983.45 983.45 ST-25 RE:985.07 IE:981.02 E ST-24 RE:986.19 IE:979.88 W IE:979.38 E ST-23 RE:983.35 IE:978.30 W IE:977.80 N ST-22 RE:983.11 IE:977.32 S IE:977.32 N ST-20 IE:973.50 S 984.00 ST-15 RE:981.92 IE:976.65 W IE:976.65 E ST-03 RE:982.56 IE:976.78 W IE:975.45 N IE:971.06 E 981.94 983.45 HP:982.48 984.00 983.45 984.00 HP:983.45 983.45 984.00 ST-13 IE:969.50 W ST-01 IE:969.67 S ST-17 IE:978.95 E ST-04 IE:978.95 E 122 LF - 18" RCP @ 0.50% 157 LF - 24" RCP @ 0.73% 20 LF - 12" HDPE @ 1.50% 11 LF - 18" RCP @ 1.00% ST-02 IE:969.50 W 983.59 983.29 987.23 987.31 987.31 987.25 987.22 987.25 HP:987.33 987.26 987.26 987.26 987.26 EOF:984.83 ST-21 RE:982.43 IE:977.27 S IE:975.26 N 35 LF - 24" RCP @ 5.00% 36 LF - 18" RCP @ 3.00% 110 LF - 18" HDPE @ 1.00% 100 LF - 12" HDPE @ 1.00% 20 LF - 12" HDPE @ 1.00% ST-16 RE:983.80 IE:978.65 W IE:977.75 S IE:977.75 E ST-18 RE:983.80 IE:978.75 W IE:978.75 N ST-19 IE:978.95 E ST-14 RE:981.80 IE:976.54 W IE:970.57 E 135 LF - 12" HDPE @ 1.61% 52 LF - 24" RCP @ 3.00%100 LF - 24" RCP@ 0.74%130 LF - 12" HDPE @ 1.20% ST-05 RE:981.94 IE:976.20 NW IE:977.39 W IE:976.20 S ST-06 IE:978.95 E HP:987.31 HP:987.26 HP:987.26 HP:987.40 HP:987.39 987.24 987.39 987.40 987.39 987.40 987.39987.45 987.39 987.40 981.92 DRAINAGE SCHEDULE STRUCTURE NO. ST-01 ST-02 ST-03 ST-04 ST-05 ST-06 ST-07 ST-08 ST-09 ST-10 ST-11 ST-12 ST-13 ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 ST-20 STRUCTURE/ CASTING TYPE FES 27" FES 24" STMH 60" DIA.WITH 2' SUMP AND SAFL BAFFLE OR APPROVED EQUAL ROOF DRAIN CBMH 60" DIA. (CIR.) ROOF DRAIN CBMH 48" DIA. (CIR.) 2' SUMP CBMH 48" DIA. (CIR.) CBMH 48" DIA. (CIR.) CBMH 48" DIA. (CIR.) CBMH 48" DIA. (CIR.) CBMH 48" DIA. (CIR.) FES 18" STMH 48" DIA. WITH SAFL BAFFLE OR APPROVED EQUAL CB 24"X36" 2' SUMP STMH 48" DIA. ROOF DRAIN STRM CO ROOF DRAIN FES 24" RIM/GRATE ELEVATION 972.55 971.83 982.56 980.06 981.94 980.06 984.10 985.96 986.62 986.74 986.85 986.74 971.29 981.80 981.92 983.80 981.06 983.80 980.06 975.33 INVERT ELEVATION IN S 969.67 W 969.50 W 976.78 N 975.45 NW 976.20 W 977.39 W 977.35 S 979.78 S 980.39 S 981.47 S 981.98 W 969.50 W 976.54 W 976.65 W 978.65 S 977.75 W 978.75 S 973.50 INVERT ELEVATION OUT N 969.67 E 971.06 E 978.95 S 976.20 E 978.95 SE 977.35 E 979.28 N 980.39 N 980.97 N 981.98 N 982.56 E 970.57 E 976.65 E 977.75 E 978.95 N 978.75 E 978.95 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg December 08, 2021 - 4:15pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 PREPARED FORGRADING ANDDRAINAGE PLANC500APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNAMWZTRKJOGRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 979.95 OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 23.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO BEGINNING GRADING OPERATIONS. 24.STREET SWEEPING SHALL BE PERFORMED AS NECESSARY TO ADDRESS MATERIAL TRACKING FROM THE SITE. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE PROPOSED STORM MANHOLE CATCH BASIN PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED FLARED END SECTION D NORTH BIOROLL INLET PROTECTION REMOVE TREE LIMITS OF DISTURBANCE (OFFSET 3' FOR CLARITY) EROSION CONTROL BLANKET CONSTRUCTION ENTRANCE PROPOSED RIPRAP EARTHWORK SUMMARY APPLE VALLEY INDUSTRIAL RAW CUT VOLUME 24,772 CY RAW FILL VOLUME 19,167 CY RAW EARTHWORK BALANCE 5,605 CY (CUT) NTS STORMWATER POND DETAIL1 ST ST ST ST ST ST ST ST ST OCS ST RIPRAP FES INV: 967.07 NW FES INV: 969.46 NE FES INV: 969.54 SSE FES INV: 980.11 NE OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010S S S TNH ELEV. = 985.18 TNH ELEV. = 987. 8 1 TNH ELEV. = 986.44 DRAINAGE & UTILITY EASEMENT PER PLAT OF KARAMELLA ADDITION DRAI N A G E & U TI LI T Y EASE M E N T P E R P L A T O F KAR A M E L L A A D DI TI O N HH IRR TNH ELEV. = 986.54 GAS METER RIM: 984.05 INV: E 968.72 INV: N 964.20 INV: S 964.20 INV: SW 979.20 RIM: 982.55 INV: W 978.45 RIM: 983.62 INV: N 963.67 INV: S 963.67 12" R C P RIM: 982.99 INV: E 969.34 INV: W 969.34 INV: SE 978.29 15" RCP RIM: 982.73 INV: E 969.83 INV: W 969.73 INV: N 978.83 INV: SW 977.63 RIM: 982.16 INV: NE 978.06 RIM: 983.24 INV: E 970.79 INV: W 970.79 INV: N 978.99 RIM: 984.20 INV: S 980.20 INV: E 971.35 INV: W 971.35 12" RCPRIM: 983.17 INV: S 979.17 15" RCPRIM: 984.24 INV: S 980.29 RIM: 985.64 INV: N 980.74 INV: E 972.14 INV: W 972.14 INV: N 972.14 RIM: 985.30 INV: S 980.90 RIM: 983.08 INV: E 971.34 INV: N 971.34 RIM: 983.39 INV: NE 975.14 INV: SW 975.14 INV: TOP WEIR 978.24 INV: SUMP 974.04 12" R C P RIM: 984.36 INV: E 967.71 INV: SW 974.66 INV: N 959.61 INV: S 959.61 24" RCP 24" HDPE RIM: 977.65 INV: SE 970.40 INV: 970.45 RIM: 980.7412" RCPRIM: 984.35 INV: SW 978.90 INV: E 963.25 INV: S 956.10 INV: NW 950.35 RIM: 984.43 INV: NW 966.98 INV: E 966.98 24" RCPRIM: 976.64 INV: NE 968.69 INV: SE 968.84 INV: ORIFACE 969.54 INV: TOP WEIR WALL 975.8415 " R C P RIM: 985.09 INV: E 968.54 INV: SE 968.54 12" RCP RIM: 982.25 INV: E 973.65 INV: SW 973.65 15" RCP 15" RCP27" RCP15" RCP 12" R C P 12" RCP PLUG (PER PLAN) FES INV: 974.80 NE RIM: 982.89 INV: E 961.39 INV: W 961.39 RIM: 983.66 INV: E 965.61 INV: W 965.61 RIM: 985.55 INV: W 967.55 INV: N 967.55 S RIM: 984.68 INV: S 967.22 INV: W 967.28 INV: E 967.32 G 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 CO DPROPOSED ELECTRICAL SERVICE BUILDING CONNECTION. REF. MEP FOR DETAILS. PROPOSED GAS BUILDING CONNECTION. REF. MEP FOR DETAILS PROPOSED SANITARY SEWER BUILDING CONNECTION. REF. MEP FOR DETAILS. PROPOSED FIRE SERVICE BUILDING CONNECTION. REF. MEP FOR DETAILS. E PROPOSED DOMESTIC WATER BUILDING CONNECTION. REF. MEP FOR DETAILS. E F A B B B B B BB BI H J J J J J J C C C C C D D D D ST-08 ST-12 ST-11 ST-10 ST-07 ST-09 ST-24 ST-25 ST-23 ST-22 ST-03 ST-15 ST-17 ST-04 ST-20 ST-01 ST-13 ST-02 SS-01 RE:985.01 IE:977.37 NW IE:977.37 S SS-03 RE:987.63 IE:979.33 E SS-02 RE:987.77 IE:979.07 W IE:979.07 SE 64 LF - 8" PVC @ 2.66% 32 LF - 8" PVC @ 2.66% 10 LF - 8" PVC @ 2.66% K K K K 25.0' TRAIL ESMT 12' DRA I N A G E & U T I L I T Y E S M T12' DRAINAGE & UTILITY ESMT46' DRAINAGE & UTILITY ESMT D&U ESMT15.5' D&U ESMT 80.6' D&U ESMT 81.2' D&U ESMT ACCESS ESMTL 314LF - 8" DIP WATERMAIN 2 9 L F - 8 " D I PWA T ERM A IN507LF - 8" DIPWATERMAIN263LF - 8" DIP WATERMAIN 48LF - 8" DIP WATERMAIN5 2 L F - 8 " D I PWA T ERM A I N 578LF - 8" DIPWATERMAINM M M M M M M D D D ST-21 ST-19 ST-18 ST-16 ST-14 ST-06 ST-05 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg December 08, 2021 - 4:15pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 PREPARED FORUTILITY PLANC600APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNAMWZTRKJOUTILITY 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. KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVE 8" GATE VALVE PROPOSED HYDRANT EXISTING HYDRANT CONNECT TO EXISTING GAS CONNECT TO EXISTING SANITARY SERVICE CONNECT TO EXISTING POWER 2" GAS SERVICE. COORDINATE WITH MN ENERGY RESOURCES. FIRE DEPARTMENT CONNECTION 8" 45° DIP BEND 8" DIP WATERMAIN TRANSFORMER PAD 8" TEE A B C D E F G H I J K L M PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS MAIN LEGEND PROPOSED SANITARY CLEANOUT NORTH PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED CATCH BASIN PROPOSED FLARED END SECTION LANDSCAPE LEGEND EXISTING TREE (TYP.) LANDSCAPE EDGER (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) EXISTING TREE TO REMAIN (TYP.) SOD (TYP.) A B C D PROPOSED BUILDING 112,170 S.F. FFE = 988.00 ST ST ST ST ST ST ST ST ST ST OCS ST FES INV: 969.40 SW S S S EXISTING POND EXISTING POND EXISTING POND HH IRR GAS METER RIM: 982.26 INV: S 979.16 RIM: 977.00 INV: NE 969.50 INV: S 969.50 27" R C P WATER SERVICE S G 147TH STR E E T W E S T 100' ROW DD D D 25-131 35-221 25-131 25-131 25-131 35-221 35-221 35-221 A A A A A A A A A D D D D D D D D CONIFEROUS TREE QTY BOTANICAL NAME 7 PICEA GLAUCA `DENSATA` 7 JUNIPERUS VIRGINIANA 9 PICEA ABIES 7 PINUS STROBUS ORNAMENTAL TREE QTY BOTANICAL NAME 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` 9 MALUS X `PRAIRIFIRE` 8 POPULUS TREMULOIDES OVERSTORY TREE QTY BOTANICAL NAME 7 ACER X FREEMANII `AUTUMN BLAZE` 3 CELTIS OCCIDENTALIS 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` CONIFEROUS SHRUBS QTY BOTANICAL NAME 51 JUNIPERUS CHINENSIS `SEA GREEN` 12 TAXUS X MEDIA `TAUNTONII` DECIDUOUS SHRUBS QTY BOTANICAL NAME 54 CORNUS SERICEA `ARTIC FIRE` 75 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM 37 DIERVILLA LONICERA 12 CORNUS HESSEI `GARDEN GLOW` 39 RHUS AROMATICA `GRO-LOW` 32 SORBARIA SORBIFOLIA `SEM` PLANT SCHEDULE SEEDING KEYNOTES SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) 25-131 33-261 35-221 22-112 SOD (TYP). MNDOT 33-261 STORMWATER SOUTH & PERENNIALS QTY BOTANICAL NAME 164 RUDBECKIA FULGIDA `GOLDSTURM` 312 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` 90 SPOROBOLUS HETEROLEPIS 124 HEMEROCALLIS X `STELLA DE ORO` 55 NEPETA X FAASSENII `WALKERS LOW` 111 ECHINACEA PURPUREA `WHITE SWAN` MNDOT SEED 35-221: DRY PRAIRIE GENERAL SEED MIX WITH EROSION CONTROL BLANKETS STAKED IN PLACE (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX WITH EROSION CONTROL BLANKETS STAKED IN PLACE (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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg December 08, 2021 - 4:17pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 PREPARED FORLANDSCAPE PLANL100APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNCFKCFKMGCLANDSCAPE BUDGET REQUIRED:AT LEAST 1.5% OF ESTIMATED BUILDING CONSTRUCTION COSTS LANDSCAPE YARD REQUIRED (147TH STREET WEST)15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE ISLANDS REQUIRED:1,156 S.F. (2.00%) = 57,804 S.F. * 0.02) 2% OF PARKING LOT LANDSCAPE ISLANDS PROVIDED:SEE PLAN ISLAND TREE PLANTINGS REQUIRED:32 - 2.5" CAL. TREES = (4,681 S.F. OF ISLAND AREA/150 S.F. ISLAND TREE PLANTINGS PROVIDED:17 - 2.5" CAL. TREES LANDSCAPE SUMMARY NORTH PLANT KEY PLANT KEY CONIFEROUS TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE 7 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. 9 PICEA ABIES NORWAY SPRUCE B & B 7 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 1.5" CAL 9 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 1.5" CAL. 8 POPULUS TREMULOIDES QUAKING ASPEN B & B 1.5" CAL. OVERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE 7 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING 51 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. 12 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING 54 CORNUS SERICEA `ARTIC FIRE`ARTIC FIRE DOGWOOD #5 CONT. 75 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. 37 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. 12 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. 39 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. 32 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. PERENNIALS QTY BOTANICAL NAME COMMON NAME SPACING 164 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN 18" o.c. 312 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS 30" o.c. 90 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" o.c. 124 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY 18" o.c. 55 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT 30" o.c. 111 ECHINACEA PURPUREA `WHITE SWAN`WHITE SWAN CONEFLOWER 15" o.c. PLANT 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 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG December 08, 2021 - 4:17pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 PREPARED FORLANDSCAPEDETAILSL101APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNCFKFKMGCDOUBLE 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 LANDSCAPE NOTES 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR. ROCK MULCH TO BE WASHED RIVER ROCK, 1 1/2" 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 STEEL EDGING, 3 16" THICK BY 4" TALL AND SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER. 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, OR SHRUB TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.ALLOW A MINIMUM ESTABLISHMENT PERIOD OF THREE YEARS FOR ALL SEEDED AREAS. REGULAR ONGOING MAINTENANCE SUCH AS WEEDING, SPOT SPRAYING, ANT INTER-PLANTING ARE LIKELY TO ENSURE LONGEVITY AND FUNCTIONALITY. TO REDUCE WEED ESTABLISHMENT, MOW 2-3 TIMES DURING THE FIRST YEAR. 25.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 REACHES 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. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 27.OWNER/ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, BIKE RACKS AND TRASH/RECYCLING CONTAINERS. 1 2 3 4 5 6 7 8 9 10 11 61 53 921074 35' - 2"35' - 11" 587 1314 0" 111538274 32' - 10"33' - 6" 1234567891011 6 91312 0" -4' - 0" A B C D E 142 33' - 6"34' - 11"34' - 2"35' - 11" 8567779101314 35' - 2" 0" ABCDE 13 7 34' - 11"33' - 6"34' - 2"35' - 11"35' - 2" 77246589 101314 0" PRECAST CONCRETE PANEL STAINED COLOR #1 UNIFORM RIBBED AGGREGATE FINISH COLOR #2 EXPOSED AGGREGATE PRECAST CONCRETE PANEL COLOR #3 UNIFORM LOW-RIBBED AGGREGATE FINISH COLOR #3 METAL COPING COLOR #1 METAL COPING COLOR #2 VISION GLASS WITH CLEAR ANODIZED ALUMINUM FRAME SCORE LINE HORIZONTAL REVEAL METAL CANOPY OVERHEAD DOCK DOOR - 9' X 10' OVERHEAD DRIVE-IN DOOR - 12' X 14' FIRE DEPARTMENT ACCESS DOOR POTENTIAL TENANT SIGNAGE LOCATION KEYNOTE LEGEND 1 2 3 5 7 8 9 10 11 12 13 4 6 14 NOTE: ROOFTOP EQUIPMENT NOT PLANNED TO BE INSTALLED WITH CORE AND SHELL BUILDING. CONCEPTUAL RENDERING SHEET TITLE SHEET NUMBER Opus Design Build, L.L.C. Opus AE Group, L.L.C. 10350 Bren Road West Minnetonka, MN 55343-0110 952-656-4444 10350 Bren Road West Minnetonka, MN 55343-0110 952-656-4444 PLOT DATE:PROJECT PROJECT NUMBER CONSULTANT REGISTRATION DRAWN BY CHECKED BY PROJECT MANAGER DATE PROJECT ADDRESS 12/8/2021 10:59:09 AMConcept Elevations A0.1 Apple Valley Industrial Apple Valley, MN 31986000 J. WADE S. OLSON J. WILLIAMS 12/08/21 ISSUE RECORD 11/03/21 SITE PLAN REVIEW 1" = 20'-0"1 West Elevation 1" = 20'-0"2 East Elevation 1" = 20'-0"3 South Elevation 1" = 20'-0"4 North Elevation NO PARKINGNO PARKING NO PARKINGNO PARKING 1 2 3 4 5 6 7 8 9 10 11 A B C D E 3 A0.0 2 A0.0 147 ST WEQUIPMENT LESS THAN 10' SCREENED FROM VIEW. EQUIPMENT LESS THAN 8' SCREENED FROM VIEW EQUIPMENT LESS THAN 6' SCREENED FROM VIEW A B C D E 3 A0.0 PROPERTY LINEPROPERTY LINES I G H T L I N E TRAIL ABDALLAH CANDIES 6'6'6'6'8'10'8'10'6' SCREENED VIEW 30' - 7" 8' SCREENED VIEW 45' - 8" 10' SCREENED VIEW 60' - 8" 6' SCREENED VIEW 13' - 11" 8' SCREENED VIEW 20' - 1" 10' SCREENED VIEW 26' - 2" 1 2 3 4 5 6 7 8 9 10 11 2 A0.0 PROPERTY LINEPROPERTY LINE6'S IG H T L IN E 147 ST WPARK 6'6'8'10'6' SCREENED VIEW 7' - 9" 8' SCREENED VIEW 11' - 6" 10' SCREENED VIEW 15' - 3" 6' SCREENED VIEW 16' - 11" 8' SCREENED VIEW 25' - 2" 10' SCREENED VIEW 33' - 6"6'8'10'SHEET TITLE SHEET NUMBER Opus Design Build, L.L.C. Opus AE Group, L.L.C. 10350 Bren Road West Minnetonka, MN 55343-0110 952-656-4444 10350 Bren Road West Minnetonka, MN 55343-0110 952-656-4444 PLOT DATE:PROJECT PROJECT NUMBER CONSULTANT REGISTRATION DRAWN BY CHECKED BY PROJECT MANAGER DATE PROJECT ADDRESS 12/8/2021 9:29:01 AMRooftop Mechanical Equipment Sight-Line Study A0.0 Apple Valley Industrial Apple Valley, MN 31986000 J. WADE S. OLSON J. WILLIAMS 12/08/21 ISSUE RECORD 0'160'40'80'1" = 80'-0"1 Level 1 Section Key 1" = 40'-0"2 Section West-East 1" = 40'-0"3 Section North-South 0'80'20'40' 0'80'20'40' NOTE: SIGHT LINE DEFINED AS 6' 0" ABOVE GRADE AT THE PROPERTY LINE. WB-62 - Interstate Semi-TrailerWB-62 - Interstate Semi-TrailerWB-62 - Interstate Semi-TrailerSteering Angle Lock to Lock Time Articulating Angle WB-62 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 40.50 15.00 48.00 : : :6.0 24.9 70.0 OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 176' 65' 23' 28' 30'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\Exhibits\2021-1207 TURNING MOVEMENTS (Ex.1).dwg December 08, 2021 - 4:09pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORTURNINGMOVEMENTEXHIBITEX. 1APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNKJOAMWKJONORTH OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010IRR 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010IRR 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 PROPOSED FIRE HYDRANT COVERAGE. 200' RADIUS TYP. EXISTING FIRE HYDRANT COVERAGE. 200' RADIUS TYP. 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\Exhibits\2021-1102 Fire Truck & Hydrant (Ex.2).dwg December 08, 2021 - 3:27pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORFIRE TRUCKTURNING EXHIBITEX. 2APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNKJOAMWKJONORTH OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 60 POTENTIAL FUTURE PARKING STALLS SHOWN FOR PROOF OF PARKING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\Exhibits\2021-1207 PROOF OF PARKING (Ex.3).dwg December 08, 2021 - 3:31pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPROOF OFPARKING EXHIBITEX. 3APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNKJOAMWKJONORTH PARKING SUMMARY REQUIRED PARKING 204 SPACES PROPOSED PARKING 144 STALLS PROOF OF PARKING 60 STALLS TOTAL PARKING FULL BUILD OUT 204 STALLS ADA STALLS REQ'D / PROVIDED 7 STALLS / 8 STALLS ST ST ST ST ST ST ST ST ST OCS ST OWNER: AVBC LLCADDRESS: 6275 147TH ST WPID: 01-11721-02-010OWNER: AVBC LLCADDRESS: 14608 FELTO N CTPID: 01-11719-01-020OWNER: KARAMELLA LLCADDRESS: 6075 147TH ST WPID: 01-40970-01-010S S S HH IRR GASMETER S G 147TH STR E E T W E S T 100' ROW OWNER: CITY OF APPLE VALLEY ADDRESS: 14255 JOHNNY CAKE RIDGE RD PID: 01-32901-01-020 PROPOSED BUILDING 112,170 S.F. FFE = 988.00 L L H H H H C C C C G B B E E E M G DRAINAGE & UTILITY EASEMENT PER PLAT OF KARAMELLA ADDITION F E F F I I I I I A A A A A TOE OF EXISTING POND N CO D18.5' 24' 18.5'18.5' 24' 24' TYP 75'30'24'24'24' 8'516'217'9'TYP25.9' 16.5'8'8'TYP6'13'23.9'R15.0 R10.0 R30.0 R20.0 R5.0 R20.0 R5.0 R4.5 R4.5 R20.0 R26.0 R20.0 R20.0 R4.5 R4.5 R5.0 R5.0 R50.0 R26.0 R10.0 R5.0 R5.0 20'51.8'29.8' 28' F 55'14'R10.0 R10.0 55'14'O ST-12 ST-11 ST-10 ST-09 ST-08 ST-07 ST-03 ST-02 ST-13 ST-15 ST-20 ST-22 ST-23 ST-24 ST-25 SS-03 SS-02 SS-01 8'P 33'10' Q Q 33'10' 13 6 10 13 17 16 21 20 15 13 25.0' TRAIL ESMT 12' DRA I N A G E & U T I L I T Y E S M T 20' PRK G S E T B A C K 40' BLD G S E T B A C K 5' PRKG SETBACK10' BLDG SETBACK20' BLDG SETBACK 5' PRKG SETBACK 5' PRKG SETBACK10' BLDG SETBACK12' DRAINAGE & UTILITY ESMT46' DRAINAGE & UTILITY ESMT R J 12' S T 12' ST-01 30' ST-17 ST-04 D&U ESMT15.5' D&U ESMT 80.8' D&U ESMT 81.2' D&U ESMT ACCESS ESMTD D D R25.0 U R4.5 R4.5 ST-21 A ST-06 ST-05 ST-14 ST-16 ST-18 ST-19 PREPARED FORSITE PLANC400APPLE VALLEYINDUSTRIALOPUSAPPLE VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16056101612/08/2021AS SHOWNAMWZTRKJOBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 357,458 SF (8.2 AC) BUILDING AREA 112,170 SF (31.4% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 204 SPACES TOTAL PARKING 204 STALLS PROOF OF PARKING 60 STALLS NET PROPOSED PARKING 144 STALLS ADA STALLS REQ'D / PROVIDED 7 STALLS / 8 STALLS PROPERTY SUMMARY APPLE VALLEY INDUSTRIAL TOTAL PROPERTY AREA 357,458 SF (8.2 AC) RIGHT OF WAY DEDICATION 0 SF (0.0 AC) IMPERVIOUS BEFORE DEVELOPMENT 0.0 SF (0.0 AC) (0.0% PROPOSED IMPERVIOUS AREA 232,954 SF (5.3 AC) (65.2%) PROPOSED PERVIOUS AREA 124,504 SF (2.9 AC) (34.8%) TOTAL DISTURBED AREA 384,958 SF (8.8 AC) OVERALL SITE COMPOSITE CURVE NUMBER CN=87 ZONING SUMMARY EXISTING ZONING I2 - GENERAL INDUSTRIAL PROPOSED ZONING I2 - GENERAL INDUSTRIAL PARKING SETBACKS SIDE/REAR = 5' ROAD = 20' SIDE/REAR (RES): 20' BUILDING SETBACKS ROAD = 40' SIDE = 10' REAR = 20' SIDE (RES)= 60' PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT, SEE INSET A PROPOSED CONCRETE PAVEMENT, SEE INSET B PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND B612 CURB & GUTTER (TYP.), PER CITY OF APPLE VALLEY STANDARD PLATE 2-01 CONCRETE SIDEWALK, SEE C401 MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ADA ACCESSIBLE SIGN. SEE C401 ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT, SEE INSET A, C401 LANDSCAPE AREA - SEE LANDSCAPE PLANS FIRE DEPARTMENT CONNECTION HEAVY DUTY CONCRETE PAVEMENT, SEE INSET B, C401 HEAVY DUTY ASPHALT PAVEMENT, SEE INSET C, C401 CROSSWALK, SEE DETAIL TRANSFORMER PAD MONUMENT SIGN POTENTIAL FUTURE PATIO CONCRETE DOLLY PAD BERM AND LANDSCAPE SCREENING DOMESTIC WATER SERVICE FIRE SERVICE CONCRETE ENTRANCE, SEE DETAIL A B C D E F G H I J K L M N O P Q R S T U This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\OPUS\Apple Valley Industrial\3 Design\CAD\Exhibits\2021-1208- COLORED SITE PLAN.dwg December 08, 2021 - 3:20pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what's below. before you dig.Call R Know what's below. before you dig.Call R ALL CONTRACTORS MUST CONTACT GOPHER STATE CALL ONE MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WSB, DATED 09/28/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 8.206 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.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 16.THERE ARE 0.00 ACRES OF WETLAND IMPACTS. PROPOSED LANDSCAPE AREA PROPOSED HEAVY DUTY ASPHALT, SEE INSET C NORTH PROPOSED RIPRAP LIMITS OF DISTURBANCE (OFFSET 3' FOR CLARITY) EXISTING POND 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:December 15, 2021 S E C T I O N:L and Use / Action I tems Description: Tempo Homes Detached Garage Variance - (P C21-33-V) S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: Tina Tran, Owner and Calvin Tran, Tempo Homes P roject Number: P C21-33-V Applicant Date: 12/2/2021 60 Days: 1/31/2022 120 Days: 4/1/2022 AC T I O N RE Q UE S T E D: T he staff reviews variance applications based strictly upon the requirements of State statutes and the C ity Code which require the applicant to establish that there are practical difficulties present in order for a variance to be granted, and that logical alternatives are not available. Staff recommends approval of the variance based on the findings listed below and subject to the conditions listed below. If the Planning C ommission concurs, the following motion would be recommended: Motion: Recommend approv al of a v ariance to reduce the setback from Galaxie Av enue from 40' to 32', for a 624 sq. ft. detached garage, based on the findings listed below and subject to the conditions listed below. Findings: 1. T he petitioner wishes to use the property in a reasonable manner, not permitted by the Code because the rear property line abuts Galaxie Avenue, designated as a Major Collector roadway in the 2040 Comprehensive Plan. 2. T he proposed location avoids the removal of significant trees and maintains a buffer between the subject property and the property to the north. 3. T he detached garage is placed on the lot in such a manner that only a small pad is constructed for a driveway access, minimizing impervious coverage. 4. T he site coverage, at 27% with the accessory building, is well below the maximum impervious coverage permitted of 35%. 5. A variance allows the proposed addition to proceed as planned. Conditions: 1. T he exterior of the building shall be modified to match the exterior building materials of the home with its new addition. 2. No site work, including grading and/or tree removal shall occur until a Natural Resources Management Permit (N RMP) is obtained. S UM M ARY: Tina Tran, the property owner, and the applicant, C alvin Tran, Tempo Homes, request consideration of a variance that would allow a reduced setback from Galaxie Avenue from 40' to 32' for a 624 sq. ft. detached garage. T he property is located at 12889 Forest Court. T he City Council approved the final plat and development agreement for Tempo Estates at its May 27, 2021 meeting. T he plat subdivided a larger single family parcel into two parcels. T he subject parcel is the western of the two parcels, Lot 1, where the existing home is located. T he plans showed that an addition would be constructed onto the existing home which would include a four-stall garage. T he two existing detached garages on the site were to be removed, allowing a new home with attached garage to be constructed on Lot 2. One of the existing detached garages is in good condition and the property owner would like to relocate the garage to serve the existing home on Lot 1. A pad was established on Lot 1 prior to obtaining a building permit which is 32' from the right-of-way line of Galaxie Ave. T he setback from Galaxie Ave, classified in the 2040 C omprehensive Plan as a Collector Street, is 40'. A variance would be needed to place the garage in the requested location. T he existing detached garage is 28.25' x 22.1' or 624 sq. ft. T he zoning code allows a detached garage of a maximum of 750 sq. ft., on residential properties, provided all other zoning requirements are met. T he maximum impervious coverage allowed on the lot is 35%; the coverage estimated for this lot with the detached garage and concrete pad would be 27%. T he maximum height for a detached building is 16', this building is 14' tall. T he exterior of the garage is white vinyl lap siding with an asphalt shingled roof and an aluminum overhead door. T he exterior of the home with the addition will be a combination of stucco, horizontal lap and vertical lap siding. B AC K G RO UND: Definition of “Practical Difficulties”: 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 order to grant a variance, the C ity considers the following factors to determine whether the applicant established that there are practical difficulties in complying with the provision(s) of this C hapter: 1. Special conditions apply to the structure or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; 2. T he granting of the proposed variance will not be contrary to the intent of this chapter; 3. T he special conditions or circumstances do not result from the actions of the owner/applicant; 4. T he granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this C ode; and 5. T he variance requested is the minimum variance necessary to alleviate the practical difficulty. Discussion: T he variance would allow the shed to be placed north and west of the house, while preserving trees along the north property line. T he location of the detached garage would not prevent the owners from constructing their planned addition on the east and northeast sides of the house. In fact, the proposed design allows a convenient drive-thru connection from the expanded garage area to the detached garage. T he lot shape, its location adjacent to a collector street, and the fact that the driveway must connect to Forest C ourt are all limiting factors related to the lot. However, the design of the subdivision was specifically created by the current owner. T he practical difficulty must be related to the property, not resulting from an action of the applicant. When the C ity reviewed the Tempo Estates subdivision project in May 2021, the owner had previously shown removing both detached garages, then later changed his plans. T he classification of Galaxie Ave as a C ollector Street brings additional setback requirements that were not anticipated. If Galaxie Ave was a typical local street, the required setback would be 20'. Is the owner denied reasonable use of the land if he is not granted the variance? At this time, the home has no garage. Once the four-stall attached garage is constructed, the detached garage is less necessary. If no variance is granted, the applicant may place the garage on the east side of the house, meet the required setbacks, and forgo the planned building addition. T he variance allows the garage to be placed conveniently out of the way of the future addition. Options to Consider: One test of the practical difficulty standard is to examine available options to avoid the need for the variance. Flipping the building 90 degrees so that the 22' side, rather than the 28' side is adjacent to Galaxie Avenue, would increase the setback from Galaxie Ave from 32' to 38', but not enough to meet the setback requirement. T he garage door would need to be reconstructed and the building would be less functional in this location. It may be possible to place the garage south and west of the home, but that might require the construction of additional driveway and removing mature trees. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Background Material Map Plan S et TEMPO HOMES SHED VARIANCE PROJECT REVIEW Existing Conditions Property Location: 12889 Forest Ct Legal Description: Lot 1, Block 1 TEMPO ESTATES Comprehensive Plan Designation LD-Low Density Residential, 3 to 6 units/acre Zoning Classification “R-3” (Single family residential, minimum lot 11,000 sq. ft.) Existing Platting Platted lot of record. Current Land Use Single-family residential. Size: 19,853 sq. ft. Topography: Varied. Existing Vegetation Significant trees surround the existing home. Other Significant Natural Features None identified. Adjacent Properties/Land Uses NORTH Lot 4, Block 1 Broner Woods (12885 Forest Court) Comprehensive Plan “LD” (Low Density Residential, 3 to 6 units/acre) Zoning/Land Use “R-3” (Single family residential, 11,000 sq. ft. min. lot) EAST Lot 2, Block 1 TEMPO ESTATES (6999 129th Street W.) Comprehensive Plan “LD” (Low Density Residential, 3 to 6 units/acre) Zoning/Land Use “R-3” (Single family residential, 11,000 sq. ft. min. lot) SOUTH Lot 17, Block 1 Nordic Woods 12th Addition (6996 – 129th Street W.) Comprehensive Plan “LD” (Low Density Residential, 3 to 6 units/acre) Zoning/Land Use “PD-138, Zone 5” (Single family residential and two family townhomes) WEST Galaxie Ave Right-of-Way; 130th Street Right-of-Way; Lot 1, Block 1 Gangl’s Estates; and Lot 1, Block 2 Williamsburg 2nd Addition Comprehensive Plan “ROW” (Right-of-Way) and “LD” (Low Density Residential, 3 to 6 units/acre) Zoning/Land Use ROW, “R-3” (Single family, 11,000 sq. ft.) and “M-3C” (Multiple family at 3-6 units/acre) SITE 132ND ST WGALAXIE AVEFOLIAGE AVEMCANDREWS RD 129TH ST W 133RD ST W 1 3 0 T H S T W 127TH ST W 131ST CIR FLORAL AVEGARR E T T LN FOLIAGE CT GARR E T T A VEGARNER LNGERMANE AVEGARNET AVE1 3 1 S T STW GAMMA WAY GALEN A WA Y GA BLE LN FROST POINT WAY FORDHAMCTFOREST CT 132 N D S T R E E T CT 128TH STREET CT GARRETT C T FLORAL CT133RDCT FLAMINGO CTGARVINBR OOKLNGALAXIE PL FROST POINT CTTEMPO HOMES DETACHED GARAGE VARIANCE µ LOCATION MAP ^ GALAXIE AVEFOREST CT 1 2 9 T H S T W TEMPO HOMES DETACHED GARAGE VARIANCE µ SITE MAP ^ 12889 Site P R-2 R-2 R-3 R-3 R-3 R-3 R-3 M-3C M-3C PD-138 PD-138 132ND ST WGALAXIE AVEFOLIAGE AVEMCA ND REW S RD 129THSTW130TH ST W 131ST CIR FLORAL AVEG A R R E T T LNG A R NERLN GARNET AVEG A M M A WAY GAB LE LN FORDHAM CT132N D S T R E E T CT 1 3 1 S T S T W 128TH STREET CT GARRET T C T µ TEMPO HOMESRESIDENTIALLOT SPLIT ZONING MAP ^ 2040 COMPRHENSIVE PLAN STREET FUNCTIONAL CLASSIFICATIONS Galaxie Ave Major Collector ZONING CODE EXCERPT HIGHWAY, ARTERIAL AND COLLECTOR SETBACKS § 155.333 REQUIRED YARDS AND OPEN SPACES. (D) The minimum required building setback for any building in any yard in all zoning districts along any interstate or state highway, principal or minor arterial and community collector, either existing or proposed as designated in the city’s comprehensive guide plan is as shown in Appendix E of this chapter. APPENDIX E: REQUIREMENTS FOR YARDS AND OPEN SPACES The minimum requirements for yards and open spaces are as follows. The measurements shall be in feet, unless otherwise specified. Thoroughfare Right-of-Way Width Minimum Setback Interstate or state highway 50 Principal or minor arterial 150 50 or 125 from right-of- way center line, whichever is greater Minor arterial 100-120 50 or 100 from right-of- way center line, whichever is greater Community collector 80-100 40 or 80 from right-of- way center line, whichever is greater (‘81 Code, § A1-9) (Ord. 291, passed 4-21-83; Am. Ord. 492, passed 8-9-90) 10.1Manholerim=1009.41Cast Iron Monument1009.3Manholerim=1009.63tcc1009.441009.61Tccbtcc1009.72tcc1010.48Mmailbox1011.51010.91010.6tcc1011.12tcc1011.04tcc1011.17tcc1011.99Manholerim=1012.10PowerPoleTtpedTccbManholerim=1010.4820"1013.536"1013.636"1014.012"1012.81011.31012.31014.510"1017.017"1019.412"1021.71017.51014.41013.01013.2GF1015.11015.5FFE1014.51015.41017.81018.9WO1023.819"1014.540"1015.210"1016.21016.216"1018.01016.86"1019.46"1019.28"1019.9EElec.Meter1018.017"1017.410"1016.91016.448"1016.81016.31016.51017.91023.21024.536"1019.6Ttped1016.31015.71016.312"1018.61019.21019.1GGasMeterGGasMeter1013.01014.81016.21017.01016.91016.51016.81016.81016.71016.71017.61019.41019.7FFE1022.01020.4GF1020.61020.51020.2tnh1020.21tcc1018.28tcc1017.451016.96Tccbtcc1016.94LightPoleCcpedTtpedETransformerCatch Basinrim=1014.0018"1014.610"1014.918"1016.618"1017.26"1016.91017.41017.81018.31018.01018.31018.515"1018.215"1018.116"1017.816"1017.81017.21018.01021.11017.51016.21016.31018.21019.61019.41018.71021.5tcc1021.68tcc1021.36tcc1021.141020.57Tccbtcc1020.58GF1023.0FFE1027.71022.71023.01022.81025.11021.01020.71023.21024.314"1024.26"1024.010"1023.710"1024.31022.71019.91022.010"1021.01013.91011.224.047.1 23.947.2 N 00°36'37" E 168.72N 88°37'26" E 220.00N 02°10'00" W 145.00 S 88°37'26" W 150.0014.86S 26°48'14" WFOREST COURTO v e r h e a d W i r e s Concrete Curb GALAXIE AVENUE 129TH STREET W.30.614.765.530.239.744.737.4120.0129.99148.71105 510 12" RCP Storm Sewer16" DIP Watermain8" PVC Sanitary Sewer10 161.6858.32N 00°36'37" E 168.72SOUTHWEST CORNER OF LOT 3PROPOSED RESIDENCE103010 10 30 1058.3210.510.010.030.6D r i v e w a y5105555D e c kD e c k57'0"53'2"12'0"2'0"20'0"25'0"“17'2"17'2"5'1"10'0"11'11"12'0" 10'5" 42'5 1/4"  “1021.01020.41021.01018.31016.0 1015.5Residence No. 12936 ResidenceResidenceG r a v e lL=76.73R=60.00=73°16'36"S u r m o u n t a b l e C o n c . C u r bSurmountable Conc. CurbHydrantDrainage & UtilityEasement per plat25.84Proposed Addition TW1023proposed silt fenceexisting servicesper plan to be used for Parcel Arock stabilizing exitproposed servicesfor Parcel Aproposed curb cutL=26.73L=50.00S 2 5 ° 4 3 ' 2 6 " W 7 6 . 0 9 S 4 1 ° 5 0 ' 3 6 " W 1 1 8 . 9 724" cant.“D r i v e w a y “ 31'2" 24'0"38'0 1/2"F:\survey\broner woods - dakota co\3-1\01 Surveying - 88982\01 CAD\01 Source\01 Survey Base.dwgBasis forbearings isassumedSurveyors Certificate000.0x000.0Denotes Wood Hub Set for excavation onlyDenotes Existing ElevationDenotes Proposed ElevationDenotes Surface DrainageDenotes Iron MonumentDenotes Found Iron MonumentDenotes Proposed ContoursDenotes Existing ContoursNOTE: Proposed grades are subject to results of soil tests.Proposed building information must be checked withapproved building plan and development or gradingplan before excavation and construction.Proposed grades shown on this survey areinterpolations of proposed contours from thedrainage, grading and/or development plans.NOTE: The relationship between proposed floorelevations to be verified by builder.NOTE: The only easements shown are from plats ofrecord or information provided by client.Drawn BySignedGregory R. Prasch, Minn. Reg. No. 24992Scale: 1" = 30'F.B.No.Project No.I certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly Licensed Land Surveyor under thelaws of the State of Minnesota.revAddress:Legal Description7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comProposed Top FoundationProposed Garage FloorProposed Lower FloorType of Building88962A1113-72Site Plan Survey For:12936 Galaxie AvenueApple Valley, MNSurveyed this 14th day of May 2020. TEMPO HOMES, INC. Property located in Section15, Township 115, Range 20,Dakota County, MinnesotaThe West 120 feet and the South 20 feet lyingEast of the West 120 feet of Lot 3, Block 1,BRONER WOODS, Dakota County, Minnesota.1021.31021.01013.3Fullbasement Partial Lookout08.03.20 removed proposed services08.24.20 city commentsProposed Main FloorProposed Garage FloorExisting Lower FloorType of Building1021.01016.01014.5Multi LevelParcel A - West LotParcel B - East Lot1023.4Proposed First FloorProposed Lowest Opening1018.010.07.20 new lot linesP A R C E L AP A R C E L BParcel A - Proposed HardcoverLot Area19,842 sq ftExisting Building1,128 sq ftProposedAddition1,573 sq ftConcrete41 sq ftFront Walk94 sq ftDriveway1,727 sq ftTotal4,563 sq ftPercentage23.00%11.2.20 house plan / parcel A hardcover(existing Mechanical)Living Top of Block1020.011.9.20 city comments16’5’32’Proposed Detached Garage/ShedADDED GARAGE SHED TO PROPOSED: -616 GARAGE/SHED New Total: 4713/19,841 = 23.8% Lot CoveragePROPOSED DETACHED RELOCATION12’15’New PadIMPERVIOUS 5353/19,842 = 27%+616 sqft SHED, + 180 sqft PAD 10.1Manholerim=1009.41tcc1009.441009.61Tccbtcc1009.72tcc1010.48Mmailbox1011.51010.91010.6tcc1011.12tcc1011.04tcc1011.17tcc1011.99Manholerim=1012.10PowerPoleTtped20"1013.536"1013.636"1014.012"1012.81011.31012.31014.510"1017.017"1019.412"1021.7FlagPole1017.51014.41013.01013.2GF1015.11015.5FFE1014.51014.61015.41017.81018.9WO1023.819"1014.540"1015.210"1016.21016.216"1018.01016.8A/C6"1019.46"1019.28"1019.9EElec.Meter1018.017"1017.410"1016.91016.448"1016.81016.31016.51017.9GF1018.31018.01017.71023.21024.536"1019.624"1017.6Ttped6"1019.812"1019.318"1020.440"1018.01016.31015.71017.21016.312"1018.61019.26"1019.3spur" 121018.918"1017.91019.1GGasMeterGGasMeter1013.01014.81016.21017.01016.91016.51016.81016.81016.71016.71017.61019.51019.41019.7FFE1022.0tcc1017.451016.96Tccbtcc1016.94LightPoleCcpedTtpedETransformerCatch Basinrim=1014.0018"1014.610"1014.912"1014.918"1015.818"1015.512"1015.818"1016.618"1017.26"1016.91017.41017.81018.31018.01018.31018.515"1018.215"1018.116"1017.816"1017.824"1018.022"1018.524"1018.61017.21018.01021.11017.51016.21016.36"1017.018"1017.21018.218"1018.01019.61019.41018.71021.5tcc1021.68tcc1021.36tcc1021.141020.57Tccbtcc1020.58GF1023.0FFE1027.71022.71023.01022.81025.11021.01020.71023.21024.314"1024.26"1024.010"1023.710"1024.31022.71019.91022.010"1021.01013.91011.224.047.1 23.947.2 N 00°36'37" E 168.72N 88°37'26" E 220.00N 02°10'00" W 145.00 S 88°37'26" W 150.0014.86S 26°48'14" W28.3 22.122.128.2 23.0 22.913.814.3GARAGE O v e r h e a d W i r e s Concrete Curb 129TH STREET W.14.765.530.239.737.4120.0129.99148.71105 510 wood fence12" RCP Storm Sewer16" DIP Watermain8" PVC Sanitary Sewer10 10161.6858.32N 00°36'37" E 168.72SOUTHWEST CORNER OF LOT 3PROPOSED RESIDENCE103010 10 30 1058.329'6 1/4"38'0"40'0"11'10 1/2"10'0"5'0 1/2"17'2"17'1 1/2"10'5 1/2"10.510.010.030.6D r i v e w a y5105555D e c kD e c k57'0"53'2"12'0"2'0"20'0"24'0"25'0"31'2"“1021.01020.41021.01018.31019.0 1017.8Residence GarageNo. 12936 P o r c h Residencechainlink fencewood fenceResidenceG r a v e lG r a v e lC o n c r e t e L=76.73R=60.00=73°16'36"W a l lW a l l C o n c r e t eS u r m o u n t a b l e C o n c . C u r bSurmountable Conc. CurbDrainage & UtilityEasement per platBUILDING TO BE RAZEDBUILDING TO BE RAZED 25.84Proposed Addition TW1023per plan to be used for Parcel Brock stabilizing exitproposed servicesfor Parcel Aproposed curb cutL=26.73L=50.00S 2 5 ° 4 3 ' 2 6 " W 7 6 . 0 9 S 4 1 ° 5 0 ' 3 6 " W 1 1 8 . 9 724" cant.inv=1015.0inv=1015.512" CMP“D r i v e w a y “proposed tree fenceF:\survey\broner woods - dakota co\3-1\01 Surveying - 88982\01 CAD\01 Source\01 Survey Base.dwgBasis forbearings isassumedSurveyors Certificate000.0x000.0Denotes Wood Hub Set for excavation onlyDenotes Existing ElevationDenotes Proposed ElevationDenotes Surface DrainageDenotes Iron MonumentDenotes Found Iron MonumentDenotes Proposed ContoursDenotes Existing ContoursDrawn BySignedGregory R. Prasch, Minn. Reg. No. 24992Scale: 1" = 30'F.B.No.Project No.I certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly Licensed Land Surveyor under thelaws of the State of Minnesota.revAddress:Legal Description7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.com88962A1113-72Tree Preservation Plan Survey For:12936 Galaxie AvenueApple Valley, MNSurveyed this 14th day of May 2020. TEMPO HOMES, INC. Property located in Section15, Township 115, Range 20,Dakota County, MinnesotaThe West 120 feet and the South 20 feet lyingEast of the West 120 feet of Lot 3, Block 1,BRONER WOODS, Dakota County, Minnesota.Tree SummaryTree #To be PreservedTo be Removed1 20"ü2 19"ü3 10"ü4 10"ü5 16"ü6 17"ü7 10"ü8 48"ü9 36"ü10 36"ü11 12"ü12 12"ü13 18"ü14 6"ü15 6"ü16 6"ü17 10"ü18 10"ü19 17"ü20 12"ü21 10"ü22 14"ü23 6"ü24 10"ü25 36"ü26 24"ü27 6"ü28 12"ü29 18"ü30 40" ü31 18"ü32 12"ü33 18"ü34 18"ü35 12"ü36 18"ü37 18"ü38 16"ü39 16"ü40 15"ü41 15"ü42 24"ü43 22"ü44 24"ü45 18"ü46 12"ü47 6"ü48 18" ü123456789101112131415161718192021222324252627282930NON-REPLACEMENTTREE SETBACK LINEProposed 6-ft Colorado BlueSpruce or approved equal08.03.20 proposed trees08.24.20 city comments31323334353637383940414243444546474808.27.20 proposed trees10.07.20 new lot lines 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:December 15, 2021 S E C T I O N:Other Business Description: The Planning Commissioner's Guide 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: Receive and retain as a resource, "T he Planning Commissioner's Guide". S UM M ARY: T he Apple Valley Planning Commission is made up of seven commissioners that include those relatively new to their responsibilities or with years of experience, having served for a period of time approaching 25 years. Volunteer service of this type, whether being introduced to new processes with the review of land use applications, or with a deeper historical experience linking years of planning leadership in one greater neighborhood, is commendable. Planning in the C entral Village and C obblestone Lake are only now being fully realized after 15 to 20 years of process, planning efforts and development of locations to completion. T he opportunity to participate in the long range planning for a growing, thriving city, and the challenge of new and adapting land use approaches one project at a time and as presented at a variety of locations, is the experiential outcome. Some may recall in years past, as recently as 2009, that the Planning C ommission followed their own guiding bylaws and recommended operating approaches. T he C ity Attorney advised and the C ity C ouncil supported a more streamlined and generalized guidance based on a broader framework of the City Code. In the last ten years, all commissions and committees have conformed to this singular framework located at Chapter 32 of C ity C ode. Included with this memo is a resource book published by the American Planning Association that may offer further guidance to the complexity of addressing both the challenges and opportunities of being a commissioner. It features: Commissioner roles and responsibilities. Sharing useful terms, definitions and explanations related to legal aspects and development applications. Mentioning considerations to avoiding dilemmas of an ethical nature. Please use this book as a resource and seek further clarification from your director or the planning staff as needed. 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:December 15, 2021 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 anuary 5, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, December 8, 2021. Site plan, variance applications due by 9:00 a.m. on Wednesday, December 22, 2021. Wednesday, J anuary 19, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, December 22, 2021. Site plan, variance applications due by 9:00 a.m. on Wednesday, J anuary 5, 2022. Next City Council Meetings: Tuesday, December 21, 2021 - 7:00 p.m. T hursday, J anuary 13, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A