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Item 07 Interstate South Logistics Fourth Addition
1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: March 31, 2022 Subject: Packet Material for the April 7, 2022 Planning Commission Meeting Agenda Item: Interstate South Logistics Park Fourth Addition Preliminary and Final Plat Action Deadline: May 11, 2022 BACKGROUND Scannell Properties #496 LLC (Scannell) has submitted preliminary plat and final plat applications and plans for Interstate South Logistics Park Fourth Addition, which proposes one lot and one outlot on 37.91 acres zoned I-1, Light Industrial District. The subject property is located south of and abutting 215th Street (CSAH 70), west of Dodd Boulevard (CSAH 9), north of and abutting 217th Street and east of and abutting Jacquard Avenue. The proposed preliminary and final plat includes a site plan for the construction of a 260,000 square foot office/warehouse and distribution center building on Lot 1 (17.32 acres). Outlot A (20.59 acres) will be retained by the developer for future development. The development plans have been submitted to the Engineering Division, the Parks and Recreation Department, and the Dakota County Plat Commission for review. The following exhibits are attached for your information: EXHIBITS A. Zoning Map B. Aerial Photo Map C. Preliminary plat D. Final Plat 2 E. Site Plan F. Erosion Control Plan G. Grading Plan H. Utility Plan I. Landscape Plan J. Architectural Elevations (2 pages) K. Dakota County Plat Commission letter dated February 8, 2022 Zoning and Surrounding Uses. The property is zoned I-1, Light Industrial District. The proposed project is surrounded by the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North 215th Street (CSAH 70), medical clinic, self-storage, auto repair, non- conforming single family home Light Industrial/Warehouse and Office Park I-1 District and OP District South Amazon Warehouse Light Industrial/Warehouse I-1 District East Warehouse Buildings Light Industrial/Warehouse I-1 District West Jacquard Ave and Proposed North Ryan Addition Office Park OP District STAFF ANALYSIS P RELIMINARY AND FINAL PLAT Comprehensive Plan. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan. The property is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer and water, are available to the site. The property is guided Light Industrial/Warehouse and the proposed office and distribution center use is consistent with the 2040 Comprehensive Plan. Existing Site Conditions. The subject property was platted as Outlot A, Interstate South Logistics Park Third Addition on October 19, 2020 as part of the Amazon fulfillment center development project. The site was preliminary graded in conjunction with the development of the Amazon project and construction of 217th Street. The property is adjacent to 215th Street (CSAH 70) to the north, 217th Street to the south, and Jacquard Avenue to the west. Lot/Block. The preliminary and final plat of Interstate South Logistics Park Fourth Addition consists of one lot and one outlot. The proposed lot exceeds the minimum lot area and lot width requirements for the I-1, Light Industrial District. The following is a tabulation of the lot as noted on the preliminary plat. 3 I-1 Requirements Lot 1 Lot Area 30,000 sf area 17.32 acres Lot Width 100 feet 554.59 feet Outlot. There is one outlot totaling 20.59 acres. Outlot A will be retained by the developer for future development. Streets. The preliminary and final plat of Interstate South Logistics Park Fourth Addition will not require the construction of public streets. Access to Lot 1 and the future development of Outlot A will access the properties from existing 217th Street. Three streets abut Interstate South Logistics Park Fourth Addition: 215th Street (CSAH 70) is a principal arterial roadway. No additional right-of-way is required. 217th Street is a minor collector that has full access to both Jacquard Avenue and Dodd Boulevard (CSAH 9). 217th Street was constructed as a 40 foot wide rural section road within an 80 foot wide right-of-way. No additional right-of-way is required with the Interstate South Logistics Park Fourth Addition plat. 217th Street will be extended west of Jacquard Avenue with the development of properties to the west. Jacquard Avenue is a major collector street that provides access to 215th Street (CSAH 70) and properties to the south. The required 100 feet of right-of-way required for Jacquard Avenue was dedicated with the Interstate South Logistics Park Third Addition plat. Jacquard Avenue is classified as a major collector roadway with a 40 foot wide rural pavement section. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary and final plat at their February 2, 2022 meeting. The Plat Commission will recommend approval of the preliminary and final plat to the Dakota County Board subject to the requirements noted in their attached February 8, 2022 letter. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is available to the site. All public utilities will be constructed by the developer to serve the proposed first phase development of Lot 1. Sewer and water will be available to serve Outlot A when Outlot A is final platted. The existing City sanitary sewer and water systems available to serve the area of the preliminary and final plat are adequate to accommodate the proposed and future industrial buildings within the plat area consistent with the City’s Sanitary Sewer Plan. Grading and utility plans have been submitted with the Interstate South Logistics Park Fourth Addition preliminary and final plat. The attached engineering report dated March 25, 2022 addresses grading, drainage, erosion control, and utilities in detail. Engineering recommends approval of the Interstate South Logistics Park Fourth Addition preliminary plat. Wetlands. A wetland delineation for this site was completed in 2015. Two small wetlands will be impacted and a wetland replacement plan will be required prior to grading approval. Refer to the March 25, 2022 engineering report for more details. 4 Tree Preservation. No significant trees are located within the Interstate South Logistics Park Fourth Addition preliminary and final plat. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify future park needs in the area of the plat. The plan does identify a bituminous trail along the south side of 215th Street which will be constructed in the future. A Park Dedication Fee in lieu of park land will satisfy the park dedication requirement at the time of final plat approval. Airlake Airport. Airlake Airport is considered a reliever airport under the management of the Metropolitan Airports Commission (MAC). The entirety of the airport is now located within the Lakeville city boundary. The MAC did not express concerns regarding the size or use of the proposed buildings in this development in their review of the AUAR. Due to the site’s proximity to the Airlake Airport, the Federal Aviation Administration may require an FAA permit (#7460) if any construction cranes are used during the construction of the buildings. The developer is advised to coordinate any required permit with the FAA as early as possible during the construction planning phase. SITE PLAN ANALYSIS Building Architecture. The building will be constructed of pre-cast concrete wall panels and painted silver/gray and dark gray as noted on the building elevations plan in compliance with Zoning Ordinance requirements. Signage. The I-1, Light Industrial District allows two wall signs for building on a corner lot up to 400 square feet for a single occupancy building greater than 250,000 square feet in area. A freestanding sign may not exceed 100 square feet per face and a maximum height of 10 feet. A sign permit shall be issued by the Planning Department prior to the installation of any signs. Building Setbacks. The building setback requirements of the I-1 District are being met with the proposed site plans for Lot 1, Block 1 as follows: Required Setbacks Lot 1 Front Yard -- 40 feet 215th Street – 84 feet Side Yard (west) - 10 feet Side Yard (east) - 30 feet West – 60+ feet East – 90+ feet Rear Yard (217th St.) -30 ft Rear Yard (217th St.) - 195 feet Parking. The proposed warehouse building will require an estimated 234 parking spaces for the 260,000 square foot building. The site proposes 291 parking spaces to be constructed which is 57 spaces more than required. Any future office space may require additional parking spaces. 5 The number of required parking spaces is calculated as follows: Total Building Square Footage 260,000 square feet Warehouse – 260,000 sf (minus 10%) 234 spaces Parking to be Constructed 291 spaces Circulation. All drive aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 18 or 20 feet in length including perimeter curb and gutter. All driveways, loading dock areas and trailer parking spaces are of adequate size to accommodate two-way traffic and backing and turning movements. The driveways provide adequate width and turning radii to accommodate truck turning movements and emergency vehicle access. Access. Access to Lot 1, Block 1 will be from three accesses on 217th Street to accommodate separate employee and truck entering and exiting. Driveway access design to 217th Street complies with Zoning Ordinance requirements for location, setback, and width. Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property other than semi-trucks/trailers used in the process of delivery and pick up of goods for transport. Landscaping/Screening. The landscape plan proposes 137 overstory, evergreen, and ornamental trees as noted in the table below: Landscape Materials 68 Overstory trees (2.5 inch min. diameter) 43 Conifer trees (8 foot minimum height) 26 Ornamental trees (2 inch min. diameter) 2193 Variety of shrubs and perennial plantings All landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with Zoning Ordinance requirements. All areas not planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. The landscape plan shall be amended to identify minimum eight foot tall conifer trees and the minimum required height for shrubs, not container size. A landscape security shall be submitted with final plat approval to guarantee installation of the approved landscaping. The security amount will be determined by the developer’s landscaping contractor prior to City Council consideration of the final plat. Site Lighting. An exterior lighting plan has not been submitted for review and will be required prior to issuance of a building permit. Exterior lighting will be consistent with other properties in the Interstate South Logistics Park development and compliant with Zoning Ordinance requirements. 6 Trash and Recycling Enclosure. A trash enclosure is not identified on the plans. Any outside trash containers must be within a six-foot tall enclosure or the height of the container and constructed of similar materials as the building, including a durable, maintenance free gate. Snow Storage. Snow storage may not take place in required parking spaces. Mechanical Unit Screening. Any roof-top or ground mounted mechanical units shall be screened in accordance with Zoning Ordinance requirements. RECOMMENDATION Planning Department staff recommends approval of the Interstate South Logistics Park Fourth Addition preliminary and final plat subject to the following stipulations: 1. Implementation of the recommendations listed in the March 25, 2022 engineering report. 2. The site and buildings shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 3. The landscape plan shall be amended prior to City Council consideration of the preliminary and final plat to comply with minimum material size requirements including coniferous trees, ornamental trees, and height of shrubs per 11-21-9.C of the Zoning Ordinance. 4. A security shall be submitted to guarantee installation of the approved landscaping at the time of final plat approval. All landscaped areas within and adjacent to the parking lot shall be irrigated. 5. Snow storage shall not take place in required parking spaces. 6. The buildings shall be constructed of materials and colors consistent with the requirements of the Zoning Ordinance for industrial buildings. 7. If required by the Federal Aviation Administration (FAA), approval of permit No. 7460 (crane permit) shall be obtained from the FAA prior to commencing construction with the use of a crane or cranes taller than 35 feet in height. 8. Any outside trash containers must be within a six-foot tall enclosure or the height of the container and constructed of similar materials as the building, including a durable, maintenance free gate. 9. Any roof-top or ground mounted mechanical units shall be screened in accordance with Zoning Ordinance requirements. Exhibit A Interstate South Logistics Park Fourth Addition Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 600 feet 3/23/2022 Exhibit B THIRD ADDITION OUTLOT A BLOCK 1 LOT 1EAST HALF OF SW 14 OF SECTION 31NORTH LINE OF SE 1 4 OF SECTION 31 S0°02'53"E 737.82100310021000100110031000998999100110021010 1011 10 1 2 1012 1011 1010 1009 1008 1006 1007 1005 1004 1003 997998 1 0 0 0 1 0 0 0 1 0 0 1 1 0 0 2 1 0 0 7 1032103110301029 1011 1 0 1 0 997 998 99899999910001001 1002 995994 10 0 7 1008 1009 10 1 0 1 0 1 1 101 2101310121011101010091008 99899910001001100210031003100210011000999998997988989 992993 9 9 4 9 9 3994995 996 997 9989949 9 5 996 99 6 9 9 7 9 9 8 9 9 9 10 0 0 10 0 2 10 0 3 10 0 4 10 0 5 10 0 6 1007 1005 1004 1003 1011 1 0 1 0 1 0 0 9 1011 1008 1007 1006 N0°00'35"E 1.98JACQUARDAVENUEJACQUARD AVE WETLAND 217TH STREET WEST OWNER: ROBERT M & RITA M RYAN 10222 215TH ST W LAKEVILLE MN 55044 S89°26'28"E 188.41 S74°1 1 ' 5 7 " E 1 3 4 6 . 0 2 N86°15'59"W 17.60 S89°55'01"W 906.67 N0°00'00"E 978.20S 4 4 ° 2 6 ' 2 8 " E 2 8 . 2 8S0°33'32"W 554.59N89°55'01"E 50.00 S0°33'32"W 711.82968.98S89°59'25"E 119.67 Δ=3°490'0" L=7696.7 R=15154.6 2 L=481.42 R=11364 .26 Δ=2°253'8 " L=542.68 R=2040.00 Δ=15°14'31"JACQUARD AVENUEEAST LINE OF OUTLOT A INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION TEMPORARY 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENT PREPARED FORPRELIMINARYPLATPP100INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNACLRAVBMWThis 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\PRELIMINARY PLAT.dwg February 10, 2022 - 1:24pm©BYREVISIONSNo.DATENORTH LEGEND PROPERTY LINE EXISTING LEGAL DESCRIPTION OUTLOT A, INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION, DAKOTA COUNTY, MINNESOTA. ABSTRACT PROPERTY. OWNER/SUBDIVIDER: SCANNELL PROPERTIES #496, LLC 8801 RIVER CROSSING BLVD., SUITE 300 INDIANAPOLIS, IN 46240 (612) 564-4070 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: STANTEC 733 MARQUETTE AVE, SUITE 1000 MINNEAPOLIS, MN 55402 GARY BJORKLUND, PLS #46563 TELEPHONE (866) 782-6832 PROPERTY SUMMARY LOT 1 17.32 AC EXISTING ZONING I-1 PROPOSED ZONING I-1 EXISTING CONTOUR PROPOSED EASEMENT EXISTING EASEMENT KEY MAP NOT TO SCALE C.S.A.H. 70 217T H S T . W .DODD BLVD.JACQUARD AVEExhibit C Exhibit D AVENUEPROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. SITE AREA ±17.32 AC FFE=1012.00 DOCK=1008.00 X X X XX X X X X X XXX000000000000000000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000020.0'24.0'20.0'5.0'5.0'260.0'60.0'70.0'55.0'12.0'9.0'18.0' 26.0' 1000.0' 20.0' 26.0'9.0'FUTURE DRIVEWAY TO EASTERN DEVELOPMENT FUTURE DRIVEWAY TO EASTERN DEVELOPMENT PREPARED FOROVERALL SITEPLANC400INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNRAVRAVBMWBUILDING DATA SUMMARY AREAS BUILDING AREA ±260,000 SF (35.0% OF TOTAL PROPERTY AREA) PARKING PROPOSED AUTO PARKING 291 STALLS PROPOSED TRAILER PARKING 64 STALLS ADA STALLS PROVIDED 10 STALLS PROPERTY SUMMARY INTERSTATE SOUTH LOGISTICS 4TH ADDITION PROPOSED PROPERTY AREA 17.32 AC ZONING SUMMARY EXISTING ZONING I-1 (LIGHT INDUSTRIAL) PROPOSED ZONING I-1 (LIGHT INDUSTRIAL) PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C4-OVERALL SITE PLAN.dwg March 10, 2022 - 4:47pm©BYREVISIONSNo.DATESITE 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 WENCK, DATED 03/16/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 35.561 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE ±2.11 ACRES OF WETLAND IMPACTS. NORTH Exhibit E Δ=3°490'0" L=7696.7 R=15154.6 2 L=481.42 R=11364 .26 Δ=2°253'8 " L=542.68 R=2040.00 Δ=15°14'31" PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. SITE AREA ±17.32 AC FFE=1012.00 DOCK=1008.00 1010 1007 100 7 1007 1008 1009 1011 1005 100 5 1005 1005 1005 100 5 1005 100510051010 10101010 10101010101010 1 01010 10031003100410061006 1006 1006 1006 10 0 7 1 0 0 7 1 0 0 7 100 710071007100710071007 10 0 7 1007100810081008100810081009100910091009 101 1 1011 1011 10111011 10111011101110 1 1 10111011 101 11011101 1101110111011101 1 100310041010101010101010 1006100710081009 10091011101110111011 10111011 1012 1012 10121012 1013 10131014 1014995 9951000 10001000100010051005100510051005100510051005 1010 1010101010101010994 994996 996997 997998 998999 9999999991001 10011001100110011001100210021002 1002 100210021002100210021003100310031003100310031003 1003 1004 1 0 0 4 100410041004100410041004 10061006100610061006100610061006 100710071007100710071007100710081008100810081 0 0 8100810 0 8 10081 0 0 8 100910091 0 0 9 1009 10 0 9 10001000 100 5 10 1 0 1010101010 1 0 997 997 99 8 998 999999 10011001 100210 0 2 1002 100210021003100310 0 3 1003 100310031003 1003 10 0 4 100 4 10 0 6 1006 1007100710 0 7 10071008 1008100810 0 9 10091009100 9 101 11011 10111 0 1 11012101 210131013 1000 1000 1000 10051005 1005 1010 1010 998 998 999 999 10011001 1001 10021002 1002 10031003 1003 10041004 1004 1006 1006 10061007 1007 1007 1008 1008 1008 1009 1009 10111011 1011 1011 1012 1012 1012 1012 2.06%1.66%1.76%1.20%1.60%7.87%2.05% 1.64% 1.33%1.77%1.62%1.99%2.29%2.44%1.86%2.62%2.45%3.62%4.93%3.64% 2.06% 3.51%5.00%1.50%1. 7 9 % 1 . 4 9%2.36%1.60%1.63%1.20%7.87%1.20%X X X XX X X X X X XXX000000000000000000000 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000002.12% 2.85%3.83%4.13%3.38%3.56%1.96%4:1 6:1 3:13:15:1 4:13:1 4:1 4:1 5:18:14:14:1This 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C3-OVERALL EROS PH2 PLAN.dwg March 10, 2022 - 4:46pmBYREVISIONSNo.DATEPREPARED FOROVERALL EROSIONAND SEDIMENTCONTROL PLAN -PHASE 2C300INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNRAVRAVBMWNORTH EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET Exhibit F AVENUEPROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. SITE AREA ±17.32 AC FFE=1012.00 DOCK=1008.00 X X X XX X X X X X XXX000000000000000000000 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000ST-110 ST-103 ST-104 ST-106ST-107ST-108ST-109ST-502 ST-401 ST-501 ST-105 ST-102ST-214 ST-101 ST-213 ST-211 ST-205 ST-203 ST-201 RD-4 ST-200 ST-100 RD-1 RD-5 RD-3 RD-6 RD-2 1.61%1.65%2.01%1.12%4:1 2.03% 1.46% 1.31%1.82%1.75%1.55%1.63%1.55%2.15%3.40% 3.55%5.20%1.29%1. 6 2 % 1. 4 5%5:13:13:14:1 4:1 4:113:18:15:14:1 3:1 1007 1006 1006 1006100510011002 994 994 100510041007100810091012 1011 1010 1006 1008 1011 1011101110111011 1011 1007100799710051.20%1.20%D D 4:15:13:15:13:13:1 1005 1005 1005 1005 1007 1000 1003 1004 1002 1005 1006 99410061 0 0 7 1 0 0 8 1007 1008 100910071 0 0 8 10 0 9 101 0 1005 1010 10 1 01011 10111011 100310111004 1010 1000100110091000100610041010 1009 1008 10111011 1006 100 8 10 0 7 10 0 6 10 0 5 10 0 410001010100510001000 1000 999 1008 1002 1006 994 1 0 0 0 10 0 0 9 9 7 1004 1003 1005 1006 1010 1011 1012 1 0 1 1 10031 0 1 0 1010 1007 1006 1005 10081009101010111012101 2 1 0 1 1 10 1 0 1009 100110001011 1015 1020 1025 1030 1 0 3 3 1 0 1 2 1010 1005 1011 1012 1012 1011 1010 1009 1008 1006 1010 1010 1005 1004 ST-500 ST-400 ST-215 ST-216 ST-210 ST-212 ST-207 ST-209 ST-202 ST-204 OCS-1 ST-206 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C5-OVERALL GRADING PLAN.dwg March 10, 2022 - 4:48pm©BYREVISIONSNo.DATEPREPARED FOROVERALLGRADING PLANC500INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNRAVRAVBMWNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D Exhibit G PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. FFE=1012.00 DOCK=1008.00 D ST-110 RE:1011.51 IE:1006.42 S IE:1006.42 E ST-109 RE:1010.20 IE:1005.03 W IE:1005.03 E ST-502 RE:1010.20 IE:1006.50 SW ST-401 RE:1010.20 IE:1005.90 E IE:1005.90 SW ST-501 RE:1010.30 IE:1004.19 NE IE:1004.19 W ST-214 RE:1006.05 IE:1000.46 S ST-213 RE:1005.71 IE:1000.39 N IE:1000.39 S ST-211 RE:1004.50 IE:998.54 S ST-205 RE:1004.50 IE:999.00 S RD-1 IE:1007.00 N RD-5 IE:1003.00 S RD-6 IE:1007.00 W 115 LF - 12" PIPE @ 2.00% 180 LF - 24" PIPE @ 0.77% 180 LF - 24" PIPE @ 0.77% 74 LF - 18" PIPE @ 0.77% 55 LF - 12" PIPE @ 2.00% 131 LF - 18" PIPE @ 2.00%1.20%1.20%1.20%1.20%7.87%1.60%1.92%1.80%2.00%1.65%2.01%2.03%3.72%1.83% 1.67% 1.63%1.13%2.60%2.06%1.50%2.36%2.13%5:110:19:15:18:19 : 1 4:1 4:1 4:1 4:1 2.18%4.75%6:11012.001012.001012.001012.001012.00 1012.00 1012.00 1012.00 1007.32 1007.28 1007.86 1008.61 1009.56 1008.93 1008.62 1007.84 1005.85 1006.09 1005.94 1005.50 T/G:1011.831011.60 1011.54 1011.38 1011.26 1011.13 1011.22 1011.33 1011.26 1011.15 1010.79 1010.81 1010.73 1010.73 1010.75 1010.74 1010.89 1007.28 1.31% T/G:1011.84 1011.541011.54 T/G:1011.84 1007.28 1007.28 217TH STREET WEST HP/EOF:1011.00 HP/EOF:1011.00 HP/EOF:1011.00 HP:1005.50 BASIN EOF:1002.44 TW:1012.00 BW:1008.00 103 LF - 30" PIPE @ 0.23% ST-216 RE:1006.50 IE:1001.20 SW29 LF - 15" PIPE @ 0.70% ST-215 IE:1001.00 NE ST-210 IE:999.10 E CONVEYANCE DITCH 10-YR HWL: 1001.79 100-YR HWL: 1004.35 ST-400 IE:1000.00 NE 10061006 1007 1004 1005 1001 1002 1003 1004 1006 1005100710081009 1010101 0 1008 1009 1007 1000 1011 1005 101 0 10 0 9 1 0 0 810071011100210031004100510071008100910101011101110111011101010091008100710061005100410031014 1013 1012 1011 101 1 1010 1009 1008 10111011 10111011 1011 100 01001 1003 ST-501 EOF:1010.80 ST-401 EOF:1010.70 ST-209 EOF:1007.00 ST-205 EOF:1006.21 ST-206 EOF:1006.55 ST-204 EOF:1005.00 ST-203 EOF:1005.00 45 LF - 12" PIPE @ 4.90% ST-500 IE:1002.00 E 56 LF - 12" PIPE @ 10.48% T/G:1011.84T/G:1011.84 1.50%T/G:1011.84 1011.54 1011.54 T/G:1011.84 T/G:1011.84 T/G:1011.84T/G:1011.83 T/G:1011.84 T/G:1011.84 1011.54 4:14:15:1ST-206 IE:998.00 W 91 LF - 36" PIPE @ 0.23% ST-207 RE:1004.38 IE:998.21 W IE:998.21 N IE:998.21 E 17 LF - 12" PIPE @ 2.00% 146 LF - 36" PIPE @ 0.23% 143 LF - 36" PIPE @ 0.23% 32 LF - 15" PIPE @ 5.00% ST-209 RE:1004.13 IE:998.87 W IE:998.87 N IE:998.87 E ST-212 RE:1005.48 IE:999.54 N IE:998.54 W IE:998.54 E 25 LF - 18" PIPE @ 3.38% 29 LF - 12" PIPE @ 5.00% ST-204 IE:997.55 N5.76%2.25% 217TH S T R E E T W E S T JACQUARDAVENUEJACQUARD AVEThis 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg March 10, 2022 - 4:48pm©BYREVISIONSNo.DATEPREPARED FORGRADING PLANC501INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNACLRAVBMWNORTH PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D KEY MAP NORTH N.T.S. 1 2 C502 PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. FFE=1012.00 DOCK=1008.00 X D ST-103 RE:1009.59 IE:997.89 N IE:997.89 S ST-104 RE:1009.57 IE:998.75 N IE:1005.90 W IE:998.75 S ST-106 RE:1010.20 IE:1000.85 W IE:1000.85 E ST-107 RE:1010.20 IE:1002.24 W IE:1005.47 S IE:1002.24 E ST-108 RE:1010.20 IE:1003.64 W IE:1003.64 E ST-105 RE:1009.34 IE:999.72 W IE:999.72 S ST-102 RE:1006.34 IE:996.50 N IE:996.50 S ST-101 RE:1004.66 IE:994.68 N IE:994.68 NW ST-203 RE:1004.50 IE:999.00 S ST-201 RE:1004.50 IE:999.30 N IE:999.30 S RD-4 IE:1003.00 S RD-3 IE:1007.00 E RD-2 IE:1007.00 N 180 LF - 24" PIPE @ 0.77% 180 LF - 30" PIPE @ 0.77% 146 LF - 30" PIPE @ 0.77% 124 LF - 30" PIPE @ 0.77% 112 LF - 30" PIPE @ 0.77% 179 LF - 30" PIPE @ 0.77% 30 LF - 18" PIPE @ 5.00% 76 LF - 18" PIPE @ 2.00% 185 LF - 18" PIPE @ 2.00% 55 LF - 12" PIPE @ 2.00% 235 LF - 30" PIPE @ 0.77%1.56%1.20%1.20%7.87%1.76%2.01%1.64%1.93%2.13%1.94%1.92%2.34%1.62%2.06%1.94%2.36%3.17% 3.27% 3.73% 3.75% 3.62% 3.68% 5 . 1 3%1.28%1.75%2.31%1.8 0 % 1. 4 3% 1 . 6 4% 6:1 4:1 4:1 4:1 4:14:13:13:13:14:13:1 3:1 3:13:11008.07 1012.00 1012.001012.001012.00 TW:1012.00 BW:1008.00 1007.32 1007.28 1005.18 1006.28 1006.92 1006.92 1006.64 1006.51 1005.28 1004.58 1003.94 1004.64 1005.14 1005.37 1005.78 1005.55 1006.06 1007.281007.28 1008.83 1010.50 1010.89 1011.36 T/G:1011.86 1010.85 1010.19 1010.79 1010.99 1011.54 1011.61 1010.86 1011.01 HP/EOF:1010.70 1009.34 TW:1011.06 TW:1007.14 1007.281007.28 HP/EOF:1011.00 HP/EOF:1011.00 HP/EOF:1009.86 HP/EOF:1010.05 HP:1005.50HP:1005.50 BW:1011.06 BW:1007.14 FES IE:993.50 S STORMWATER MANAGEMENT PRETREATMENT BASIN BOTTOM: 993.50 TOP: 1002.00 10-YR HWL: 998.69 100-YR HWL: 1001.31 ST-200 IE:997.82 N ST-100 IE:994.00 SE 88 LF - 30" PIPE @ 0.77% OCS-1 OUTLET CONTROL STRUCTURE SEE DETAIL RE:1000.75 IE:993.50 N IE:992.99 S 25 LF - 48" PIPE @ 0.00% INSTALL RIP RAP TO ELEV. 998.75 ST-201 EOF:1005.00 ST-101 EOF:1004.55 TW:1010.90 BW:1007.08 TW:1011.60 BW:1008.24 TW:1010.90 BW:1007.70 TW:1011.60 BW:1009.00 1011 1005 1010 1006 1011 1011 10111 0 1 0 1 0 0 9 100 8 1 0 0 7 1 0 0 6 100510041003100910101010101110101010 1009 1008 1007 10071007 1006 1006 1006 100010011002100310041005100699999810061005100510041003100210011000999998997996995994997 10051005 1005 HP/EOF:1010.331.50%T/G:1011.84 1011.541011.54 T/G:1011.84 T/G:1011.84T/G:1011.84 T/G:1011.86 T/G:1011.86 T/G:1011.86 7:127 LF - 12" PIPE @ 5.00% ST-202 IE:997.63 N 217TH S T R E E T W E S T JACQUARDAVENUEJACQUARD AVEThis 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg March 10, 2022 - 4:48pm©BYREVISIONSNo.DATE0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE PREPARED FORGRADING PLANC502INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNACLRAVBMWNORTH PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D KEY MAP NORTH N.T.S. 1 2 C501 PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. SITE AREA ±17.32 AC FFE=1012.00 DOCK=1008.00 X X X XX X X X X X XXX000000000000000000000 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000RD-4 SS-1 SS-2 CONNECT TO EX. STUB SS-3 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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\C6-OVERALL UTILITY PLAN.dwg March 10, 2022 - 4:49pmBYREVISIONSNo.DATEPREPARED FOROVERALL UTILITYPLANC600INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN02/10/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNRAVRAVBMWUTILITY 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 LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Exhibit H LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX WITH EROSION CONTROL MEASURES (TYP.) TRAFFIC BOULDER (TYP.) 3-6" DIAMETER RIVER ROCK AT MINIMUM 6" DEPTH (TYP.) A A B C D LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) TRAFFIC BOULDER (TYP.) SOD (TYP.) PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. SITE AREA ±17.32 AC PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F. PROPOSED OFFICE / WAREHOUSE BUILDING ±260,000 S.F.FFE=1012.00FFE=1012.00 FFE=1012.00 DOCK=1008.00 DOCK=1008.00 DOCK=1008.00 X X X XX X X X XXX000000000000000000000000000000 000000D 2 - PFC 4 - SGJ 3 - QFH 7 - NSG 3 - QFH 7 - NSG 8 - BES 4 - SGJ 7 - NSG 3 - QFH 7 - NSG 4 - SGJ 4 - SGJ 7 - NSG 3 - QFH 7 - NSG 4 - SGJ 4 - SGJ 7 - NSG 3 - QFH 7 - NSG 4 - SGJ 4 - NWS 4 - SGJ 5 - BLC 20 - NSG 4 - BHS 3 - QFH 5 - TAU 3 - SGM 3 - QFH 5 - TAU 3 - QFH 5 - TAU 7 - DIA 52 - BES 7 - TAU 4 - DIA 2 - PFC 22 - KFG 4 - NWS 10 - TAU 3 - RVB 52 - BES 9 - SGJ 36 - KFG 5 - WHP 5 - TAU 3 - QFH 5 - TAU 3 - QFH 7 - RTD 18 - NSG 10 - KFG 8 - BLC 7 - GGD 21 - KFG 5 - RTD 14 - NSG 4 - RTD 21 - KFG 6 - TAU 7 - GGD 3 - DIA 14 - NSG 5 - BLC 5 - DIA 6 - TAU 37 - NSG 8 - BLC 4 - DIA 6 - TAU 13 - KFG 12 - NSG 13 - KFG 4 - GGD 10 - BLC 14 - NSG 7 - RTD 7 - TAU 9 - BLC 7 - TAU 5 - RTD 4 - SWO 7 - RTD 7 - TAU 7 - RTD 2 - SWO 8 - TAU 9 - BLC 7 - TAU 11 - GGD 4 - BLC 4 - GGD 3 - TAU 3 - TAU 20 - NSG 8 - BLC 6 - TAU 8 - BLC6 - TAU 8 - GGD 4 - TAU 4 - GGD 7 - BLC 6 - TAU 8 - BLC 7 - TAU 7 - BLC 12 - QFH 47 - BES 8 - DIA 4 - TAU 9 - BLC 4 - GGD 11 - QFH 3 - GGD 8 - DIA 7 - QFH 27 - BES 3 - ERC 3 - QFH 7 - DIA 3 - BHS 7 - KFG 5 - NWS 9 - BES 7 - NSG 4 - QFH 7 - NSG 9 - BES 8 - BES 3 - SGJ 7 - NSG 4 - QFH 7 - NSG 3 - SGJ 8 - BES 13 - BES 7 - NSG 4 - QFH 7 - NSG 13 - BES 13 - BES 7 - NSG 4 - QFH 3 - SGJ 7 - NSG 3 - QFH 7 - NSG 3 - QFH 3 - SGJ 7 - NSG 7 - NSG 7 - NSG 7 - BLC 7 - BLC 7 - NSG 7 - NSG 6 - SGJ 6 - QFH 7 - NSG 6 - SGJ 7 - NSG 6 - QFH 7 - NSG 7 - NSG 7 - BLC 7 - BLC 7 - NSG 7 - NSG 6 - SGJ 6 - QFH 6 - QFH 7 - NSG 6 - SGJ 7 - NSG 6 - QFH 7 - NSG 7 - NSG 6 - BLC 6 - BLC 7 - NSG 7 - NSG 6 - SGJ 6 - QFH 7 - NSG 6 - SGJ 7 - NSG 6 - QFH 7 - NSG 7 - NSG 7 - BLC 7 - BLC 7 - NSG 6 - SGJ 11 - BLC 9 - QFH 22 - NSG 8 - TAU 15 - KFG 7 - BLC 8 - QFH 5 - TAU 5 - GGD 30 - NSG 5 - GGD 5 - TAU 14 - BLC 15 - GGD 7 - TAU 7 - QFH 11 - BLC 7 - QFH 7 - TAU 5 - QFH 23 - DBH 28 - KFG 1 - SGM 6 - TAU 2 - IHL 6 - BLC 7 - GGD 4 - BHS 7 - GGD 6 - BLC 7 - TAU 3 - IHL 8 - GGD 3 - WHP 8 - BLC 8 - GGD 7 - TAU 2 - IHL 11 - QFH 3 - SGM 9 - TAU 12 - BLC 11 - QFH 3 - IHL 9 - DIA 11 - BLC 3 - SGM 11 - QFH 9 - TAU 11 - BLC 5 - DIA 4 - TAU 5 - TAU 5 - DIA 11 - BLC 11 - QFH 9 - TAU 11 - QFH 11 - QFH 11 - QFH9 - TAU 11 - BLC 9 - DIA 9 - TAU 9 - DIA 11 - BLC 12 - BLC 7 - DIA 8 - GGD 5 - GGD 5 - DIA 3 - GGD 9 - BLC 2 - TAU 2 - ERC 4 - GGD 4 - DIA 5 - DIA D 2 - TAU 12 - PWW 49 - BES 13 - BLC D 3 - WHP2 - IHL 4 - BHS 3 - SWO 3 - WHP 2 - IHL 3 - BHS 4 - BHS 4 - WHP 4 - BHS 2 - RVB 2 - RVB 2 - IHL 4 - ERC 3 - NWS 4 - BHS 3 - ERC 3 - PFC 4 - ERC 3 - BHS 3 - NWS 2 - PFC 3 - PFC 3 - ERC 3 - SGM 4 - PFC 3 - WHP 3 - BHS 3 - SWO 35-241 35-241 35-241 35-241 35-241 C C CC D D D D D D D D D D D D A A A A A AA A A B A BEEEEE E E A B B E D D D CONIFEROUS TREE CODE QTY BOTANICAL NAME BHS 37 PICEA GLAUCA `DENSATA` ERC 21 JUNIPERUS VIRGINIANA NWS 19 PICEA ABIES WHP 21 PINUS STROBUS ORNAMENTAL TREE CODE QTY BOTANICAL NAME PFC 19 MALUS X `PRAIRIFIRE` RVB 7 BETULA NIGRA OVERSTORY TREE CODE QTY BOTANICAL NAME IHL 18 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` SGM 13 ACER X FREEMANII `SIENNA` SWO 12 QUERCUS BICOLOR CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME SGJ 87 JUNIPERUS CHINENSIS `SEA GREEN` TAU 245 TAXUS X MEDIA `TAUNTONII` PLANT SCHEDULE SEEDING KEYNOTESSEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX WITH EROSION CONTROL MEASURES (TYP.)33-261 DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME BLC 336 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM DBH 23 DIERVILLA LONICERA DIA 97 PHYSOCARPUS OPULIFOLIUS `MONLO` TM GGD 132 CORNUS HESSEI `GARDEN GLOW` QFH 239 HYDRANGEA PANICULATA `BULK` TM RTD 42 CORNUS SERICEA `BAILEYI` PERENNIALS CODE QTY BOTANICAL NAME BES 308 RUDBECKIA FULGIDA `GOLDSTURM` KFG 186 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` NSG 486 PANICUM VIRGATUM `NORTHWIND` PWW 12 ECHINACEA X `POW WOW WILDBERRY`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\Scannell\interstate south logistics 4th addition\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg March 11, 2022 - 10:53amBYREVISIONSNo.DATEPREPARED FOROVERALLLANDSCAPE PLANL100INTERSTATE SOUTHLOGISTICS 4TH ADDITIONSCANNELLPROPERTIESLAKEVILLEMNDATE: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, PLA02/10/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084603102/10/2022AS SHOWNCFKCFKMGCROOF OVERHANG REQUIRED LANDSCAPE: DECORATIVE MULCH AND OR FOUNDATION PLANTINGS ROOF OVERHANG PROVIDED LANDSCAPE: DECORATIVE MULCH AND OR FOUNDATION PLANTINGS PERIMETER TREES REQUIRED: DECIDUOUS TREES NOT MORE THAN 40' APART/EVERGREEN TREES NOT MORE THAN 15' APART PERIMETER TREES PROVIDED: DECIDUOUS TREES NOT MORE THAN 40' APART/EVERGREEN TREES NOT MORE THAN 15' APART *CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING 11-21-9.D.2.a: FOR EACH ONE HUNDRED (100) SQUARE FEET OF OFF STREET PARKING AREA INCLUDING MANEUVERING LANES, A MINIMUM TOTAL OF FIVE (5) SQUARE FEET OF INTERIOR LANDSCAPE AREA SHALL BE PROVIDED. MINIMUM DIMENSION OF LANDSCAPE AREA IS NINE (9) FEET IN ANY DIRECTION, MEASURED FROM THE BACK OF CURB. MINIMUM LANDSCAPE AREA IS ONE HUNDRED SIXTY (160) SQUARE FEET. - LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS INTERIOR LANDSCAPE AREA REQUIRED: 4,691 SF = (93,822 SF OFF STREET PARKING AREA/ 100)*5 INTERIOR LANDSCAPE AREA PROVIDED: 3,596 SF LANDSCAPE REQUIREMENTS NORTH EXISTING LANDSCAPING EXISTING LANDSCAPING RETAINING WALL SEE SHEET L103 FOR FULL PLANT SCHEDULE. Exhibit I GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. PRECAST WALL PANELS ARE BASED ON 8'-0" MODULAR WIDTH. A300 3 A300 1 A300 A300 4 2 21201913121110987654321 F D C B A 50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0" 1,000' - 0"50' - 0"50' - 0"50' - 0"50' - 0"60' - 0"260' - 0"MATCHLINEMATCHLINEMATCHLINEMATCHLINEE 14 15 16 17 18 50' - 0"50' - 0"WAREHOUSE 102 121 120 115 110118B122111119118117127116112118A117C 117B 120B 120A121B 121A 115B 115A 112A114C 114B 113B 113A 112B120C119C119D 119B 119A 117A 114D 114A 113C 112C112D 111A114113 259,274 SF N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\21288_Lakeville_260K_Office_Warehouse_Master_aautreyFWDHJ.rvtA200 OVERALL FLOOR PLAN S.PAETZEL T NICHOLIE 3/12/2021 21288.0 JOBS\SCANNELL\LAKEVILLE 15800_18216 CONSTRUCTION DOCUMENTS LAKEVILLE - 260,000 SF OFFICE WAREHOUSE NEW CONSTRUCTION 217th STREET WEST LAKEVILLE, MN 55044FLOOR PLAN KEYNOTES TAG KEYNOTE 1 12'W X 14'H INSULATED OVERHEAD DOOR, SILL AT 100'-0" AFF 2 9'W X 10'H INSULATED OVERHEAD DOOR, DOCK EQUIPMENT PACKAGE 3 DOCK STAIR 4 6" DIAMETER CONCRETE FILLED PIPE BOLLARDS- PRIME AND PAINT "OSHA YELLOW" 5 LED LIGHT FIXTURE - TYP. - SEE SITE PHOTOMETRIC PLAN 6 CONCRETE LANDING - SEE STRUCT./CIVIL 7 CONCRETE BOLLARD FOOTING - SEE STRUCT. 1/32" = 1'-0"A200 1 1ST LEVEL - FLOOR PLAN OVERALL NO. DESCRIPTION DATE 1 BID SET 2-5-2021 Exhibit J 1ST LEVEL 100' - 0" T.O. PRECAST A 137' - 4" 21201913121110987654321 K.O. 14 15 16 17 18 K.O.K.O.K.O.K.O.K.O.K.O.K.O.K.O. K.O. K.O.K.O. K.O.K.O.K.O. K.O. K.O. K.O. T.O. PRECAST C 139' - 4" 1ST LEVEL 100' - 0" FDCBAE T.O. PRECAST B 137' - 4" T.O. PRECAST C 139' - 4" 1ST LEVEL 100' - 0" T.O. PRECAST A 137' - 4" 21 20 19 13 12 11 10 9 8 7 6 5 4 3 2 11415161718 T.O. PRECAST C 139' - 4" 1ST LEVEL 100' - 0" F D C B AE T.O. PRECAST B 137' - 4" T.O. PRECAST C 139' - 4" DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\21288_Lakeville_260K_Office_Warehouse_Master_aautreyFWDHJ.rvtA300 OVERALL EXTERIOR BUILDING ELEVATIONS S.PAETZEL T NICHOLIE 3/12/2021 21288.0 JOBS\SCANNELL\LAKEVILLE 15800_18216 CONSTRUCTION DOCUMENTS LAKEVILLE - 260,000 SF OFFICE WAREHOUSE NEW CONSTRUCTION 217th STREET WEST LAKEVILLE, MN 55044 1" = 30'-0"A300 4 SOUTH ELEVATION 1" = 30'-0"A300 1 WEST ELEVATION 1" = 30'-0"A300 3 NORTH ELEVATION 1" = 30'-0"A300 2 EAST ELEVATION EXTERIOR FINISH SCHEDULE TAG NOTES SAMPLE ALUMINUM COMPOSITE MATERIAL ACM-2 MANUFACTURER: ALUCOBOND COLOR: DUSTY CHARCOAL II: AS INDICATED ON ELEVATIONS EXTERIOR PAINT EP-1 MANUFACTURER: SHERWIN-WILLIAMS COLOR: MATCH ADJACENT SURFACE EP-2 MANUFACTURER: DOOR MANUFACTURER FINISH: STUCCO EMBOSSED METAL COLOR: WHITE METAL MTL-1 MANUFACTURER: FIRESTONE COLOR: SILVER METALIC PRECAST CONCRETE PAINT PC-1 MANUFACTURER: SHERWIN-WINLLIAMS COLOR: SW7065 ARGOS PC-2 MANUFACTURER: SHERWIN-WINLLIAMS COLOR: SW7068 GRIZZLE GRAY PC-3 MANUFACTURER: SHERWIN-WINLLIAMS COLOR: SW7674 PEPPERCORN NO. DESCRIPTION DATE DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\21288_Lakeville_260K_Office_Warehouse_Master_aautreyFWDHJ.rvtP001 EXTERIOR S.PAETZEL T NICHOLIE 3/12/2021 21288.0 JOBS\SCANNELL\LAKEVILLE 15800_18216 CONSTRUCTION DOCUMENTS LAKEVILLE - 260,000 SF OFFICE WAREHOUSE NEW CONSTRUCTION 217th STREET WEST LAKEVILLE, MN 55044 NO. DESCRIPTION DATE City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Alex Jordan, Assistant Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official David Olson, Community and Economic Development Director Date: March 25, 2022 Subject: Interstate South Logistics Park Fourth Addition • Preliminary Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review • Tree Preservation Plan BBAACCKKGGRROOUUNNDD Scannell Properties #496, LLC has submitted a preliminary plat named Interstate South Logistics Park Fourth Addition and plans to construct a warehouse building and parking improvements. The proposed development is located west of Dodd Boulevard (CSAH 9), south of and adjacent to 215th Street (CSAH 70), east of and adjacent to Jacquard Avenue and north of and adjacent of 217th Street. The parent parcels consist of Outlot A, Interstate South Logistics Park Third Addition and Outlots A and B, Interstate South Logistics Park zoned I-1, Light Industrial District. The preliminary plat consists of one lot within one block and one outlot on 37.91 acres. The outlot created with the preliminary plat shall have the following uses: Outlot A (20.59 acres): Future development; to be retained by the Developer IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2255,, 22002222 PPAAGGEE 22 OOFF 66 The proposed development will be completed by: Developer: Scannell Properties #441, LLC Engineer/Surveyor: Kimley-Horn Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Interstate South Logistics Park Fourth Addition site is undeveloped. The majority of the property was mass graded with the development of Interstate South Logistics Park Third Addition. Two wetlands have been identified within the parent parcels. The land generally slopes from the west to the east. EEAASSEEMMEENNTTSS Several easements for communication, gas pipeline, transmission line, highway, and utility purposes exist across the parent parcels and will remain with the development improvements. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 215th Street (CSAH 70) Interstate South Logistics Park Fourth Addition is located south of and adjacent to 215th Street, a Principal Arterial roadway as identified in the City’s Comprehensive Transportation Plan. The Dakota County Plat Commission reviewed the proposed development at its February 2, 2022 meeting and recommended approval. The Developer dedicated the necessary right-of-way for 215th Street with the Interstate South Logistics Park final plat. Dakota County and the City reconstructed 215th Street as a four-lane divided roadway adjacent to the plat, including a full access signalized intersection at Jacquard Avenue. Dakota County controls the right-of-way requirements and access locations along 215th Street. Jacquard Avenue Interstate South Logistics Park Fourth Addition is located east of and adjacent to Jacquard Avenue, a major collector as identified in the City’s Comprehensive Transportation Plan. Jacquard Avenue is constructed adjacent to the plat as a 40-ft wide rural roadway with paved shoulders within a 100-foot right-of-way. Jacquard Avenue provides a signalized access intersection to 215th Street for the industrial development area. 217th Street Interstate South Logistics Park Fourth Addition is located north of and adjacent to 217th Street a minor collector roadway as identified in the City’s Transportation Plan. 217th Street is constructed as 40-ft wide rural section roadway to promote infiltration and stormwater treatment within 80-ft of right-of-way. IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2255,, 22002222 PPAAGGEE 33 OOFF 66 SITE PLAN A Preliminary Site Plan was submitted for Lot 1, Block 1, Interstate South Logistics Park Fourth Addition. The Site Plan includes construction of a 260,000 SF office/warehouse building on Lot 1, Block 1. Access to the site is proposed via three private driveways on 217th Street. The main truck delivery access/egress is shown via the two easterly driveway connections to 217th Street. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication Fee has not been collected on the parent parcels and shall be satisfied through a cash contribution with the final plat. The Parks, Trails and Open Space Plan identifies a bituminous trail along the south side of 215th Street adjacent to the Interstate South Logistics Park Fourth Addition preliminary plat. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Interstate South Logistics Park Fourth Addition is located within sub-district SC-10180 and SC- 10410 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sewer Plan. The wastewater from the proposed site will be conveyed by City-owned sanitary sewer facilities to the Elko/New Market interceptor and then to the Empire Wastewater Treatment Plant. The existing City-owned downstream facilities are adequate to convey the wastewater generated by the proposed development. A private sanitary sewer service will be extended from the sanitary sewer within 217th Street for development within Lot 1, Block 1, Interstate South Logistics Park Fourth Addition. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must be paid with the final plat. WWAATTEERRMMAAIINN Development of Interstate South Logistics Park Fourth Addition includes the extension of private watermain from an existing stub along 217th Street to provide domestic and fire suppression service for the development. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final plat, building permit application and final construction plans. IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2255,, 22002222 PPAAGGEE 44 OOFF 66 OOVVEERRHHEEAADD LLIINN EESS Great River Energy (GRE) has an existing electric transmission line along 215th Street. City Code does not require the transmission line to be buried. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Interstate South Logistics Park Fourth Addition is located within subdistrict SC-199 and SC-of the South Creek District of the City’s Comprehensive Water Resources Management Plan. The Interstate South Logistics Park AUAR (prepared by Sambatek in 2015 and updated in 2020) identified infiltration and ponding areas for the AUAR as a whole. Development of Interstate South Logistics Park Fourth Addition includes the construction of a privately owned and maintained stormwater management basin, consistent with the AUAR. The private basin will be located on Lot 1, Block 1 and will treat runoff generated from the proposed subdivision. The Developer shall sign a private maintenance agreement for the basin and dedicate a maintenance easement over the basin area prior to City Council consideration of the final plat. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificates of Occupancy will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Interstate South Logistics Park Fourth Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Interstate South Logistics Park Fourth Addition includes the construction of private storm sewer systems. The privately-owned and maintained storm sewer will be located within Lot 1, Block 1, Interstate South Logistics Park Fourth Addition and will collect and convey stormwater runoff generated from within the development to the stormwater management basin. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat of Lot 1, Block 1. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2255,, 22002222 PPAAGGEE 55 OOFF 66 FEMA FLOODPLAIN ANALYSIS Interstate South Logistics Park Fourth Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, the plat is not located within a Special Flood Hazard Area (SFHA), as determined by FEMA. RETAINING WALLS Development of Interstate South Logistics Park Fourth Addition includes the construction of a privately owned and maintained retaining wall along the north plat boundary on Lot 1, Block 1. If the retaining wall is greater than 4-ft, a separate building permit and geotechnical engineering design must be completed for the wall. WWEETTLLAANNDDSS A wetland delineation report was completed and approved in 2015. The wetland delineation was reviewed again in 2020 and was found to be accurate. Based on the information provided in the report dated March 2015 and site visits, the indicated wetland boundaries have been determined to be acceptable for use in implementing the Wetland Conservation Act. The plans propose to impact two low quality seasonally flooded basins that were located within farm fields. The total proposed wetland impact is 2.11 acres. A wetland replacement plan has been submitted and is out for comment. The wetland replacement plan must be approved prior to any impacts. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers if needed. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no significant trees located on the site. The project was rough graded with the prior phase. EERROOSSIIOONN CCOO NNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit. The proposed plans include a detailed erosion and sediment control plan for the site. Any changes made throughout construction must be documented in the SWPPP. A maintenance schedule for the stormwater basins is required for the first 2 years and must be submitted to the City prior to grading the basins. This will reduce weed establishment and help stimulate the desirable vegetation. This will also cut down on long-term maintenance. IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2255,, 22002222 PPAAGGEE 66 OOFF 66 Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, site plan, grading and erosion control plan, and utility plan for Interstate South Logistics Park Fourth Addition, subject to the requirements and stipulations within this report. Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us February 8, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: INTERSTATE SOUTH LOGISTICS PARK FOURTH ADDITION The Dakota County Plat Commission met on February 2, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 70 (215th St.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The plan is a replat of three outlots and proposing one lot for an industrial use and one outlot. The right- of-way needs are 75 feet of half right of way along CSAH 70 for a 4-lane divided roadway, which have been met. Access spacing along CSAH 70 for a future principal arterial roadway are ½ mile full access and ¼-mile access for restricted access locations. Access to site will be from Jacquard Avenue and 217th Street West. Restricted access should be shown along all of CSAH 70. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on February 22, 2022. Traffic volumes on CSAH 70 are 13,300 ADT and are anticipated to be 15,300 ADT by the year 2040. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Exhibit K