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HomeMy WebLinkAboutItem 05 Interstate South Logistc Park 3rd Addition1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: August 12, 2020 Subject: Packet Material for the August 20, 2020 Planning Commission Meeting Agenda Item: 1. Interstate South Logistics Park Third Addition Preliminary and Final Plat 2. Conditional use permit to allow a building height in excess of 45 feet in the I- 1, Light Industrial District. Action Deadline: November 13, 2020 BACKGROUND Scannell Properties #441 LLC (Scannell) has submitted preliminary plat, final plat, and conditional use permit applications and plans for Interstate South Logistics Park Third Addition, which proposes one lot and three outlots on 127.85 acres zoned I-1, Light Industrial District. The subject property is located south of and abutting 217th Street and west of and abutting Dodd Boulevard (CSAH 9). One distribution center building will be constructed on the lot and is proposed to be occupied by a single user. The proposed preliminary and final plat includes a site plan for the construction of a 750,000 square foot office and distribution center building. The building’s user has not yet been identified. The area north of the extension of 217th Street will be platted as an outlot and will require a preliminary plat prior to 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: 2 EXHIBITS A. Aerial Photo Map B. Zoning Map C. Preliminary plat D. Final Plat E. Overall Site Plan F. Site Plan (7 pages) G. Overall Erosion Control Plan Phase 1 H. Overall Erosion Control Plan Phase 2 I. Overall Grading Plan J. Overall Utility Plan K. Photometric Site Plan L. Overall Landscape Plan M. Tree Preservation Plan N. Schematic of Jacquard Avenue and 215th Street (CSAH 70) intersection O. Architectural Elevations P. Floor Plan Q. Dakota County Plat Commission letter dated July 27, 2020 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 217th Street and Developed and Undeveloped I-1 District Properties Light Industrial/Warehouse I-1, Light Industrial District South Agricultural land N/A, Eureka Township N/A, Eureka Township East Dodd Boulevard (CSAH 9) and Uponor Warehouse Light Industrial/Warehouse I-1, Light Industrial District West Future Jacquard Ave, Agricultural land Office Park and Light Industrial/Warehouse OP, Office Park and I-1, Light Industrial District STAFF ANALYSIS PRELIMINARY AND FINAL PLAT Alternative Urban Areawide Review (AUAR) - An AUAR is a mandatory environmental review that was completed and approved by the City Council in 2015 for the development of Interstate South Logistics Park. The AUAR is an accepted substitute to an Environmental Impact State (EIS). The AUAR is now in the process of being updated as required within the required five year 3 timeframe of its original approval. The updated AUAR will focus primarily on the transportation and stormwater management aspects of the Interstate South Logistics Park property taking into account the Project Walleye development proposed with the Interstate South Logistics Park Third Addition preliminary 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, 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. The proposed Interstate South Logistics Park Third Addition preliminary plat meets the recommended goals and objectives of the Comprehensive Plan. Existing Site Conditions. The property south of 217th Street is undeveloped. The property is bounded by Dodd Boulevard (CSAH 9) to the east and 217th Street to the north. (Exhibit A) Lot/Block. The preliminary and final plat of Interstate South Logistics Park Third Addition consists of one lot and three outlots. 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. I-1 Requirements Lot 1 Lot Area 30,000 sf area 84.94 Acres Lot Width 100 feet 2,400+ feet Outlots. There are three outlots totaling 53.14 acres in the Interstate South Logistics Park Third Addition preliminary plat. The use of the proposed outlots will be as follows: Outlot A – 37.94 acre outlot to be retained by the Developer for future development. Outlot B – 2.00 acre outlot to be retained by the Developer for future development. Outlot C – 13.20 acre outlot consisting of a wetland and buffers that will be deeded to the City with the final plat. Streets. The preliminary and final plat of Interstate South Logistics Park Third Addition will require the construction of two streets. The existing 217th Street will be extended west where it will intersect with Jacquard Avenue, which will be extended south of 215th Street (CSAH 70). Access to the site will be from 217th Street and Dodd Boulevard. Three streets will abut the preliminary and final plat of Interstate South Logistics Park Third Addition: Dodd Boulevard (CSAH 9) abuts the east side of the property. Dodd Boulevard is classified as a low density minor arterial roadway in the Transportation Plan. All required right-of-way was 4 dedicated with the Interstate South Logistics Park final plat. A driveway access is proposed from Dodd Boulevard that aligns with 220th Street, east of Dodd Boulevard. 217th Street is a local street that has full access onto Dodd Boulevard (CSAH 9) consistent with Dakota County Access Spacing Guidelines. A segment of 217th Street was previously constructed as a 40 foot wide rural section road within an 80 foot wide right-of-way. 217th Street is identified in the Transportation Plan as a minor collector road that will be extended to Jacquard Avenue with the development of Interstate South Logistics Park Third Addition. A temporary turnaround is currently in place and will be removed with the street extension. Jacquard Avenue is a major collector street that will be extended south from 215th Street (CSAH 70). The preliminary plat includes the east half right of way for Jacquard Avenue. The Developer is in negotiations with the property owner west of the subject property to acquire the west half of the right of way for Jacquard Avenue. If the Developer is successful, Jacquard Avenue will be constructed from 215th Street to Outlot C with the development of Interstate South Logistics Park Third Addition. Please see the August 12, 2020 Engineering memo for additional information. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary and final plat at their July 22, 2020 meeting. The Plat Commission will recommend approval of the final plat to the Dakota County Board subject to the requirements noted in their attached July 27, 2020 letter. (Exhibit Q) Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is available to the site, which is within the current MUSA. All public utilities will be constructed by the developer to serve the proposed first phase development. Sewer and water will be available to serve the remaining outlot area of the parent parcel when the land is platted and developed. The existing and planned future 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 Third Addition preliminary and final plat. Revised grading, drainage, erosion control, and utility plans will be submitted and available prior to the Planning Commission meeting. Grading, drainage, erosion control, and utility review comments are addressed in the engineering report dated August 12, 2020. A copy of the engineering report is attached for your review. Engineering recommends approval of the Interstate South Logistics Park Third Addition preliminary and final plat, pending the submittal of the revised plans. Wetlands. A wetland delineation for this site was completed in 2015 and updated in 2020. Based on this information, the wetland boundaries on the site have been established. There are no impacts to existing wetlands with the current development plans. Additional wetland information can be found in the August 12, 2020 Engineering memo. 5 Tree Preservation. The tree preservation plan identifies 335 significant trees on site, with plans to save 98 trees (29.3%). Tree removal is primarily due to the construction of Jacquard Avenue along the west plat boundary. (Exhibit M) 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. It does identify bituminous trails along the south side of 215th Street and the west side of Dodd Boulevard. The Park Dedication Fee will be satisfied through a cash contribution with the final plat. 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. CONDITIONAL USE PERMIT The applicant proposes a building height in excess of the 45 feet allowed in the I-1 District. The Interstate South Logistics Park Third Addition distribution center building is proposed to have a building height between 49 feet, 8 inches and 52 feet, 2 inches. Section 11-17-7.E of the Zoning Ordinance states that building heights in excess of the standards established within the individual zoning districts or this section may be allowed through conditional use permit provided that: 1. The site is capable of accommodating the increased intensity of use. The site is being developed specifically for this building and use. The additional building height is to accommodate the user’s business operations and does not increase the number of employees on site. The site is of sufficient size to accommodate the increased building height. 2. The increased intensity of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. The site has access to two minor arterial roadways that can accommodate the increase in traffic generated by this proposed use. 3. Public utilities and services are adequate. The site is served by municipal sewer and water service that is adequate for the site. 4. For each additional story over three (3) stories or for each additional 10 feet above 35 feet, front and side yard setback requirements shall be increased by five feet (5’). 6 Minimum Required Setbacks Increased Setbacks due to Height Lot 1, Block 1 Front 50 feet 60 feet North - 270 feet Side 30 feet, adjacent to right of way 40 feet West/East – 339/186 feet Rear 30 feet 30 feet South - 455 feet 5. The increased height is not in conflict with airport zoning regulations as provided in chapter 36 of this title. Section 11-36-3 of the Zoning Ordinance states that if a structure exceeds 200 feet in height or to a height of greater than an imaginary surface extending upward and outward at a slope of 100:1 from the nearest point of the nearest runway of a public airport, then the commissioner of the Minnesota Department of Transportation must be notified. The proposed building is at least 6,600 feet from the westernmost point of the Airlake Airport runway, meaning the building would need to be in excess of 66 feet to trigger this requirement. The proposed building has a maximum height of 52 feet, 2 inches. 6. The performance standards and criteria of chapter 4 of this title are considered and satisfied. Section 11-4-7 lists the performance standards for conditional use permits, which are outlined below: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. As noted earlier in this report, the site has access from two streets, Dodd Boulevard and 217th Street. Both streets are of sufficient capacity to serve the site. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance. The site has been designed to separate truck traffic from employee vehicle traffic. Truck access is from either 217th Street or Dodd Boulevard and vehicle traffic will access from 217th Street. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. Not applicable. D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Section 11-19-13 of the Zoning Ordinance requires one parking space for each 200 square feet of office space and one parking space for each 1,000 feet of warehouse space. The ordinance also 7 permits a reduction of 10% of the floor area to calculate the number of off-street parking spaces required. The overall building is 750,000 square feet in size. The office is 2,635 sq. ft. and after the 10% reduction is 2,371.5 sq. ft. Based on the one space per 200 sq. ft. requirement, the office requires 12 parking spaces. The distribution center space is 747,365 sq. ft. After the 10% reduction, the net area is 672,628.5 sq. ft. Based on the one space per 1,000 sq. ft. requirement, the distribution center requires 673 parking spaces. The site requires 685 parking spaces. The plans propose to construct 343 spaces and defer the construction of 387 spaces, for a total of 730 spaces, which exceeds Zoning Ordinance requirements. The proposed parking plan meets Zoning Ordinance requirements subject to the administrative approval of a parking deferment. The lot shows proof of available parking to meet the parking deferment requirements. The Zoning Ordinance allows the deferment of up to 50% of the required number of parking spaces. The site plan must be revised so all of the deferred parking spaces meet the minimum size requirements per Section 11-19-7.I.1 of the Zoning Ordinance. The parking deferment is a contract between the City and the property owner and the document is recorded against the lot for which the parking deferment is approved. If the City determines that the parking deferment is no longer viable due to evidence of on-street parking or parking outside of designated parking spaces within the property, the City can require the construction of additional parking spaces. Staff will approve the parking deferment agreement prior to or in conjunction with the issuance of a building permit. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. The site is designed to facilitate the movement of large trucks around the site and to keep that traffic separate from employee vehicle traffic. The parcel to the west, while zoned OP, Office Park and I-1, Light Industrial District, contains a single-family home that is over a quarter mile away from the proposed warehouse with no direct access to the site from the home. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Section 11-21-9 requires screening if the site is across the street from a residential district. Because the property west of future Jacquard Avenue is not a residential zoning district, the buffer screening is not required. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. Landscaping is proposed along the west and north sides of the site, between the street and parking areas, with a mixture of deciduous and evergreen trees and shrubs. A security for the cost of 8 landscaping is required to be submitted as an escrow with the final plat to ensure the landscaping is completed. (Exhibit L) H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of the Zoning Ordinance. Parking lot lights will be at a height of 35 feet, which is the maximum height permitted by the zoning Ordinance. Wall lighting will be provided at all exterior doors to the facility. The photometric site plan and details meet the requirements of the Zoning Ordinance. (Exhibit K) I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the Zoning Ordinance. The plans do not indicate any ground level mechanical equipment. Should that change, all equipment must be screened. J. The site drainage system shall be subject to the review and approval of the city engineer. Please refer to the August 12, 2020 Engineering memo prepared by Alex Jordan, Assistant City Engineer. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The proposed building is primarily one story, with a height of 48 feet, 2 inches, with varying parapets up to 52 feet, 2 inches in height. The primary exterior material are Grade B precast panels that include four colors; light gray, dark gray, tan, and an accent of blue. The accent blue color is approximately 6.5% of the total exterior, and no one elevation of the building has more than 10% of the blue accent color. The proposed materials meet the requirements of the Zoning Ordinance. (Exhibit O) L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of the Zoning Ordinance. Trash will be stored inside the building. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. Sign locations are shown on the elevation plans. Sign permits are required prior to the installation of wall and/or freestanding signs on the site. 9 N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. The tenant of the building will be required to obtain any necessary permits for the facility. O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable. P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. Not applicable. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable, any nonconformities shall be eliminated. The proposed use will comply with Zoning Ordinance requirements as discussed in this report. R. All additional conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Not applicable. Findings of fact for the conditional use permit are attached. Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property other than semi-truck trailers used in the process of delivering products to and from the site. Snow Storage. Snow storage may not take place in required parking spaces. RECOMMENDATION Planning Department staff recommends approval of the Interstate South Logistics Park Third Addition preliminary and final plat and conditional use permit, subject to the following stipulations: 1. Implementation of the recommendations listed in the August 12, 2020 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. 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. 4. Snow storage shall not take place in required parking spaces. 10 5. The buildings shall be constructed of materials consistent with the requirements of the Zoning Ordinance for industrial buildings. 6. 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. 7. Parking deferment applications shall be submitted to the Planning Department prior to the issuance of building permits. 8. Prior to City Council consideration of the conditional use permit, the site plan must be revised so all of the deferred parking spaces meet the minimum size requirements per Section 11-19- 7.I.1 of the Zoning Ordinance. 9. Prior to City Council consideration of the final plat, revised grading, drainage, erosion control, and utility plans must be submitted, reviewed and approved by the Engineering Division. 8778F.F.E.=±996.5'F.F.E=±996.5'123635N23° 3 1 ' 5 5 " E 4 6 4 . 1 6 S66°28'05"E 648.66S23° 3 1 ' 5 5 " W 7 8 6 . 7 1N89°51'30"E 2280.81S0°33'32"W 2546.30 N0°00'35"E80.00N89°59'25"W154.68S0°00'00"E 1008.25 S89°55'01"W 941.68L=531.98R=11374.26Δ=2°40'47"S86°15'59"E17.60217TH STREET WESTJACQUARD AVE.N89°59'25"W56.19L=769.00R=11544.26Δ=3°49'00"ΔΔFFE: 997.5'2820444493133OUTLOT BOUTLOT ABLOCK 1 LOT 1OUTLOT CDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:DWN BY:ISSUE DATE:PROJECT NO.:5024-20-500M:\5024\500 ISLP 2020 Public Improvements\4_SURVEY\CAD\5024-20-500 Preplat1.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/13/2020 9:15:25 AM CLIENT:SCANNELLPROPERTIESINTERSTATE LOGISTICS PARK PUBLIC IMPROVEMENTS CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA PROJECT TITLE:BJCCHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885408/12/2020307/02/2020 CITY SUBMITTAL 1 07/31/2020 CITY COMMENT REVISION 1 2 08/12/2020 CITY COMMENT REVISION 2 3LEGEND PROPERTY ADDRESS:Tract I - 9600 217th Street W, Lakeville, MNPart of PID 220310075013Tract II - unassignedPROPERTY ZONED:I-1 LIGHT INDUSTRIAL DISTRICTPURPOSE AND PROPOSED NAME OF SUBDIVISION:CREATING LOT 1, BLOCK 1, OUTLOT A & B, IN THE PROPOSED PLAT -INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITIONDEDICATE TO PUBLIC 217TH STREET WEST AND JACQUARD AVENUEDATE OF PLATJULY 31, 2020REV. AUGUST 13, 2020PROPERTY OWNERS:As to Tract I:Valerian Hauer and Delores E. Hauer, husband and wife; Trustees of the Thomas J. Stepka Trust underAgreement dated January 31, 2006; Trustees of the Jane M. Stepka Trust under Agreement dated January31, 2006;James D. Hauer; Trustees of the Wann Family Trust dated March 21, 2013; and Trustees of the Michael V.Hauer and Jean A. Hauer Joint Revocable Living Trust under agreement dated June 12, 2013.As to Tract II:Scannell Properties #347, LLC, an Indiana limited liability companySUBDIVIDER:SCANNELL PROPERTIES8801 RIVER CROSSING BLVD, SUITE 300INDIANAPOLIS, IN 46240DESIGNER:PATRICK W. SVEUMWENCK ASSOCIATES, INC1800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359MN LICENCE NUMBER: 48677SURVEYOR:GARY BJORKLUNDWENCK ASSOCIATES, INC1800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359MN LICENCE NUMBER: 46563PROPERTY DESCRIPTION:TRACT IThat part of the Southeast Quarter (SE 1/4) of Section Thirty- One (31), Township OneHundred Fourteen (114) North, Range Twenty (20) West of the Fifth Principal Meridian,Dakota County, Minnesota, lying westerly of Dodd Road, EXCEPT that part platted asINTERSTATE SOUTH LOGISTICS PARK and INTERSTATE SOUTH LOGISTICSPARK SECOND ADDITION, Dakota County,Minnesota, according to the recorded plats thereof.(Abstract property)TRACT IIOutlot A, Interstate South Logistics Park.Outlot B, Interstate South Logistics Park.Outlot C, Interstate South Logistics Park, except that part platted as Interstate SouthLogistics Park Second Addition.Outlot E, Interstate South Logistics Park.(Abstract property)PROPOSED LAND AREAS:GROSS AREA = 5,717,909 S.F. OR 131.265 AC. ±217TH AVE. & JACQUARD AVE. R.O.W. = 277,864 OR 6.379 AC. ±LOT 1, BLOCK 1 = 3,700,084 OR 84.942 AC. ±OUTLOT A = 1,652,839 OR 37.944 AC. ±OUTLOT B = 87,122 OR 2.000 AC. ±OUTLOT C = 575,139PRELIMINARY PLAT- INTERSTATE SOUTH LOGISTICS PARKTHIRD ADDITIONEXHIBIT C WENCKASSOCIATESINTERSTATE SOUTH LOGISTICS PARK THIRD ADDITIONWENCKASSOCIATESEXHIBIT D N23° 3 1 ' 5 5 " E 4 6 4 . 1 6 N66°28'05"W 648.66S23° 3 1 ' 5 5 " W 7 8 6 . 7 1N89°51'30"E 2280.81S0°33'32"W 2546.30 S0°00'35"W80.00N89°59'25"W154.68S0°00'00"E 1008.25 S89°55'01"W 941.68S86°15'59"E17.60217TH STREET WESTJACQUARD AVE.L=531.98R=11374.26Δ=2°40'47"L=769.00R=11544.26Δ=3°49'00"ΔS89°59'25"E56.19ΔOUTLOT BOUTLOT ABLOCK 1 LOT 1OUTLOT CLEGEND WENCKASSOCIATESWENCKASSOCIATESLEGEND WENCKASSOCIATESINTERSTATE SOUTH LOGISTICS PARK THIRD ADDITIONWENCKASSOCIATES UPEXISTING STREAM EMERGENCY FIRE ACCESS GATE EMERGENCY FIRE ACCESS GATE EXISTING STREAM PROPOSED PRE-TREATMENT C401 C402 C403 C404 C405 C406 C407 217T H S T R E E T W E S T (ROA D W A Y P L A N S B Y O T H E R S )( CSAH 9 ) DODD BOULEVARD( CSAH 70) 215TH STREET WEST PROPOSED OFFICE/WAREHOUSE FACILITY 750,000 S.F. F.F.E.1006.00 FUTURE BUILDING 260,000 S.F. FUTURE BUILDING 156,000 S.F. FUTURE BUILDING 182,000 S.F. FUTURE PRE-TREATMENT FUTURE PRE-TREATMENT FUTURE PRE-TREATMENT 217TH STREET WEST JACQUARD AVENUE(FUTURE ROADWAY PLANS BY OTHERS)EXISTING SCHNEIDERMANS PARCEL EXISTING QA1 PARCEL PROPOSED INFILTRATION BASIN PROPOSED FILTRATION BASIN PROPOSED INFILTRATION BASIN PROPOSED PRE-TREATMENT PRO P O S E D PRE- T R E A T M E N T PROPOSED PRE-TREATMENT PROPOSED PRE-TREATMENT PROPOSED PRE-TREATMENT PREPARED FOROVERALL SITEPLANC400PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSBUILDING DATA SUMMARY PARKING REQUIRED PARKING 685 SPACES PROPOSED PARKING 343 SPACES @ 0.46 SPACES PER 1,000 SF. PROPOSED PROOF OF PARKING 429 SPACES PROPOSED TOTAL WITH PROOF OF PARKING 772 SPACES @ 1.03/1,000 SF ADA STALLS REQ'D / PROVIDED 8 STALLS / 8 STALLS PROPERTY SUMMARY PROJECT WALLEYE TOTAL PROPERTY AREA 84.24 AC ZONING SUMMARY EXISTING ZONING I-1 PROPOSED ZONING I-1 BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-OVERALL SITE PLAN.dwg August 12, 2020 - 6:45pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH EXHIBIT E FUTURE BUILDING 260,000 S.F. C.S.A.H. NO. 70 (215TH STREET WEST)JACQUARD AVENUEEXISTING WETLAND EXISTING WETLAND PREPARED FORSITE PLANC401PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:47pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WENCK ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. NORTH MATCHLINE - SHEET C403 MATCHLINE - SHEET C402KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S EXHIBIT F FUTURE BUILDING 156,000 S.F. FUTURE BUILDING 182,000 S.F. C.S.A.H. NO. 70 (215TH STREET WEST)PREPARED FORSITE PLANC402PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:48pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH MATCHLINE - SHEET C404MATCHLINE - SHEET C401SITE 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 ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S X X XX XX X X X XXX XXXUPB P 60.0'65.0'75.0'55.0'15.0'30.0'12.0'I K K 12.0' Q R 80.6'20.0'40.0'20.0'1444. 1 ' BUIL D I N G F O O T P R I N T 7 5 0 , 0 0 0 S F ±1,4 4 4 ' x 5 2 2 ' (FUT U R E ) 96 T R A I L E R P A R K I N G S P A C E S @ 1 2 ' P K DRIVE UP RAMP 75 D O C K D O O R S (TOT A L R U N ) 21.1' 15.0' 12.0' 24.0' 24.0' 18.0' 40.0' 110.2 ' 217T H S T R E E T W E S T (ROA D W A Y P L A N S B Y O T H E R S ) R30.0'R30.0' R480.0' R980.0' R75.0' R80.0' R20.0' R20.0' R20.0' R20.0'R50.0'21.0'22.0'19.0'20.0'6.0'10.0'117.2'64.8'40.0' 24.0' 24.0'24.0'JACQUARD AVENUE(FUTURE ROADWAY PLANS BY OTHERS)80.0' 20.0'40.0'20.0' 20.0'20.0' 40.0'9.0'9.0'24.0' 3010 38 14 FUTURE PARKING EXPANSION /PROOF OF PARKINGP P P P P K P DRIVE UP RAMP 60.0'14.0' 78 D O C K D O O R S (TOT A L R U N ) B B 75.0' L L L 9.0'9.0'9.0'9.0'9.0'9.0'A FUTURE PRE-TREATMENT L L D D D E E E E C C M S B 14.0' 14.0' B B B B 14.0' 14.0'65.0'60.0'R30.0' R50.0' 14.0' B L6.0'521.8'R20.0' R20.0' R54.0' R30.0' R30.0'R30.0'R40.0 'R 4 0 .0' R20.0' R40.0' R20.0'24.0'2 4 . 0 ' R50.0' L L 47.0' 24.0' P 213.0 ' A A A 222.9'10.0'87.3'131.1'30.2'6.7'10 10 10 20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'20.0'20.0'24.0'30 30 30 30 30 30 30 25 16 20.0'24.0'18.0'9.0' 9.0' 9.0' 9.0' 9.0' 9.0' R3.0' (TYP.) 9.0'9.0' 9.0' 9.0'9.0' 9.0'9.0' 9.0'9.0' 24.0' L L L L 9.0' 24.0'22.0'65.0'R5.0' R520.0' R30.0'10.0'PROPOSED PRE-TREATMENT PROPOSED PRE-TREATMENT RETAINING WALL F F F 6 PREPARED FORSITE PLANC403PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:50pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH MATCHLINE - SHEET C405 MATCHLINE - SHEET C404MATCHLINE - SHEET C401 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 WENCK ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S XX X X X X X X X X X X X XXXXXXXXP 65.0'75.0'55.0'15.0'30.0'12.0'40.0'I K K 12.0' Q L R R L 5.2' 5.0' 20.0' 24.0' 20.0' 20.0' 40.0' 64. 5 '88.2'20.0'40.0'20.0'BUIL D I N G F O O T P R I N T 7 5 0 , 0 0 0 S F ±1,44 4 ' x 5 2 2 ' 217T H S T R E E T W E S T (ROA D W A Y P L A N S B Y O T H E R S ) (FUT U R E ) 96 T R A I L E R P A R K I N G S P A C E S @ 1 2 ' 40.0' FUTURE PARKING EXPANSION /PROOF OF PARKING 62 62 R30.0' FUTURE PRE-TREATMENT FUTURE PRE-TREATMENT S D B B B B B B B B 521.8'1444. 1 ' 56 3.0' 214 . 9 '10.0'R30.0' R220.0'R180.0' R220.0' 75 D O C K D O O R S (TOT A L R U N )302.2'R10.0' R20.0' R30.0' R10.0' 14.0' 14.0' EXISTING SCHNEIDERMAN'S BUILDING EXISTING QA1 BUILDING FUTURE BUILDING FUTURE BUILDING PROPOSED PRE-TREATMENT PRO P O S E D PRE- T R E A T M E N T PREPARED FORSITE PLANC404PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:52pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH MATCHLINE - SHEET C406MATCHLINE - SHEET C403MATCHLINE - SHEET C402 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 WENCK ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S XXX X X X X X X X X X X X X X B P K 44.1' 12.0' I K Q R 75 T R A I L E R P A R K I N G S P A C E S @ 1 2 ' 78 D O C K D O O R S (TOT A L R U N )11.0'31.0'15.0'55.0'9.0'74.7'65.0'60.0'BUILDING FOOTPRINT 750,000 SF ±1,444' x 522' P PIPE LINE EASEMENT AS RECORDED IN BOOK 268 OF DEEDS ON PAGE 313 GRANTED TO NORTHERN NATURAL GAS COMPANY (ITEM 11) BLANKET EASEMENT OVER THE SE 1/4 OF SEC. 31 JACQUARD WAYR50.0' R50.0' R10.0' L EXISTING STREAM 9.3' 14.0' B B 9.3' 14.0'75.0'14.0' 12.0' R 5 0 .0 ' FEMA ZONE "A" LIMITS FEMA ZONE "A" LIMITS PROPOSED FILTRATION BASIN PROPOSED PRE-TREATMENT PREPARED FORSITE PLANC405PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:54pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTHMATCHLINE - SHEET C406MATCHLINE - SHEET C403 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 WENCK ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S X X X X X X X X X X X X X XXXXXXXXXX5.2' 5.0' 20.0' 24.0' 20.0' 20.0' 40.0' 62 62521.8'1444. 1 ' 78 D O C K D O O R S (TOT A L R U N ) B P P P K K 11.0'31.0'15.0'55.1'9.0'73.9'75.0'65.0'60.0'12.0'534.0'677.4'771 . 6 ' TO P R O P E R T Y L I N E 652 . 9 ' TO P R O P E R T Y L I N E I K Q L L R L 75 T R A I L E R P A R K I N G S P A C E S @ 1 2 ' BUIL D I N G F O O T P R I N T 7 5 0 , 0 0 0 S F ±1,4 4 4 ' x 5 2 2 ' PIPE LINE EASEMENT AS RECORDED IN BOOK 268 OF DEEDS ON PAGE 313 GRANTED TO NORTHERN NATURAL GAS COMPANY (ITEM 11) BLANKET EASEMENT OVER THE SE 1/4 OF SEC. 31 R50.0' FUTURE PARKING EXPANSION /PROOF OF PARKING EXISTING STREAM 14.0' 14.0' FUTURE PARKING EXPANSION /PROOF OF PARKING 30 16 24 22 20 20 10 18.0' 24.0' 18.0' 18.0' 24.0' 18.0' 18.0' 24.0' 18.0' 18.0' 24.0' 18.0' 18.0' 24.0' 18.0'24.0'9.0'9.0'14.0' B B B B B 14.0'60.0'3.0' 56 24.0'17 10 R10.0' R20.0' R120.0' R80.0' 31 18.0'P P P 40.0'21.0'22.0'19.0'20.0'L 75.0'22.0'10.0'FUTURE PARKING EXPANSION /PROOF OF PARKING R10.0' R120.0' R80.0' FEMA ZONE "A" LIMITS PROPOSED INFILTRATION BASIN PROPOSED INFILTRATION BASIN PROPOSED PRE-TREATMENT REFER TO OFF-SITE PLANS FOR PRESSURE RELEASE VALVE ACCESS DRIVEWAY PROPOSED PRE-TREATMENT PREPARED FORSITE PLANC406PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:57pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH MATCHLINE - SHEET C404 MATCHLINE - SHEET C405MATCHLINE - SHEET C407SITE 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 ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S REFER TO OFF-SITE PLANS ROADWAY PLANS FOR ACCESS AND DETAILS 40.0'DODD BOULEVARD220TH STREET WEST PROPOSED INFILTRATION BASIN PREPARED FORSITE PLANC407PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.08/12/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403308/12/2020AS SHOWNBMWACLTDSPROPOSED 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 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 12, 2020 - 5:59pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTHMATCHLINE - SHEET C406SITE 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 ASSOCIATES, DATED 06/08/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 84.24 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 0.00 ACRES OF WETLAND IMPACTS. 18. FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY WENCK. KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD NO TRUCKS SIGN STOP SIGN (R1-1) ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT 15' CONCRETE DOLLY PAD HEAVY DUTY CONCRETE VALLEY GUTTER HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRUCK ENTRANCE ONLY SIGN FLAT CURB COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING 12" HIGH X 12" DEEP CURB, 36" GUTTER (REINFORCED) FIRE ACCESS GATE A B C D E F G H I J K L M N O P Q R S PP PP PP DODD BOULEVARDPP PP PP DODD BOULEVARD252 129 2C 129 129 129 129 2B 129 411A 411A 252 252 411A 411A 411A 252 129 2C 129 129 129 129 2B 129 411A 411A 252 252 411A 411A 411A 99099510001005101010151020991992 99399499699799899910011002100310041006100710081009101110121013101410161017101810191021 995100010051010101510201025 996997998 999 10011002100310041006100710081009101110121013101410161017101810191021102210231024102610271028 995100010051 0 1 0 992993994996997998999100110021 0 0 3100410041 0 0 4100610071 0 0 8 1009100910 0 9 990995991992993994996997998B C E E E B B B B B B B B B B B D D D D 48" CULVERT BENEATH GAS EASEMENT 36" CULVERT CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION EXISTING GAS EASEMENT A A A A A A A A A A A A A A A LIMITS OF PROPOSED BUILDING C201 C202 C203 C204 C205 C206 C207 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C3-OVERALL EROS PH1 PLAN.dwg July 31, 2020 - 3:56pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL EROSIONAND SEDIMENTCONTROL PLAN -PHASE 1C200PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.07/31/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWACLTDSNORTH 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 ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASIN. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE ROCK CHECK DAM (TYP.) 470,000 CF SEDIMENTATION BASIN A B C D E ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE LEGEND ROCK CHECK DAM THE SITE DISCHARGES TO A CREEK/WETLAND ON THE SOUTH SIDE OF THE PROPOSED SITE THAT ULTIMATELY DISCHARGES INTO THE VERMILLION RIVER 4.5 MILES EAST OF THE SITE. THERE ARE NO BODIES OF WATER THAT ARE CLASSIFIED AS IMPAIRED WATERS WITHIN 1 MILE OF THE LIMITS OF THE DISTURBED AREAS BIOROLL AT FLARED END SECTION INLET SOIL TYPE BOUNDARY DIVERSION DITCH 411A 2C 252 129 WAUKEGAN SILT LOAM, 0 TO 1 PERCENT SLOPES OSTRANDER LOAM, 6 TO 12 PERCENT SLOPES CYLINDER LOAM, 0 TO 2 PERCENT SLOPES MARSHAN SILTY CLAY LOAM 2B OSTRANDER LOAM, 1 TO 6 PERCENT SLOPES EXHIBIT G 9951000100510101 0 1 510201025 991992993994996997998999100110021003100410061007100810091011101210131 0 1 4101610171018101910211022102310241026102710281029 UP99099510001005101098999199299399499699799899999 9 9991001100210031004100410041006100710081009 995 10001005101010151020 992992992 993 994 996 997998999100110021003100410061007100810091011101210131014101610171018101910211022B C B B B B B B B B B B B A A A A A A AA A A A A D CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION CONTRACTOR TO PROTECT AND NOT DISTURB EXISTING WETLAND THROUGHOUT CONSTRUCTION EXISTING GAS EASEMENT C301 C302 C303 C304 C305 C306 C307JACQUARD AVENUEC.S.A.H. NO. 70 DODD BOULEVARD217T H S T . W . 220T H S T . W . 33.33%24.64%36.19%33.33%33.28%14.43%33.33%33.33%33.33%33.33%14.74%1.69% 1. 3 0 %2.17%2.17%2.14%2.10%1.97%2.09%2.06%4.54%1 . 3 3% 1.4 3 % 1.5 0 % 1.27% 5.29% 3.06% 5.81% 2.84 % 2.39%2.61%2 . 1 8% 3.66 %13.21%1.14% 0.00%26.94%3.14%19.18% 2.11%1.38%1.27%1.28%1.81%1.52%33.32%22.07%4.12%4.87 % 6.52% 1.00%2.00%2.15%31.58% 24. 8 5 % 0.00%33.32%33.32 % 33.55%0.00%2.67%1.00%3.80%4.27%1.00% 1.00% 1.36%1.46% 0.79%0.82% 1.00% 3.85% 23.15%6.54%1.00%5.98%21.46%990990 1000 1000 1000 1000 101010101000 1000 10001000 10041004100610061000 10001000 1000 1000 1000 1000 990 1000 100 0 992994996998 998 1002 1002 1010 10101010100410061008100210041000 996998 1002 1010 1006 10081012 1 0 1 4 1016 102 0 101 8 10 2 4 10 2 6102610281028 10001000100010009969969969969989981002100210021002100410041010 1010 1004 1006 1008 1012 101210101008 1012 E E E E E E E E E C This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C3-OVERALL EROS PH2 PLAN.dwg July 31, 2020 - 4:01pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL EROSIONAND SEDIMENTCONTROL PLAN -PHASE 2C300PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.07/31/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWACLTDSEROSION 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 ONE WEEKS (7 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: LEGEND NORTH KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP SIGN INLET PROTECTION (TYP.) RIP RAP AT FLARED END SECTION INLET A B C D E F ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION EROSION CONTROL BLANKET EXHIBIT H UPC501 C502 C503 C504 C505 C506 C507 D D D 217TH S T R E E T W E S T (ROAD W A Y P L A N S B Y O T H E R S )( CSAH 9 ) DODD BOULEVARD( CSAH 70) 215TH STREET WEST PROPOSED OFFICE/WAREHOUSE FACILITY 750,000 S.F. F.F.E.1006.00 FUTURE BUILDING 260,000 S.F. FUTURE BUILDING 156,000 S.F. FUTURE BUILDING 182,000 S.F. 217TH STREET WEST JACQUARD AVENUE(FUTURE ROADWAY PLANS BY OTHERS)PROPOSED FILTRATION BASIN TOP = 996 / BOT. 992 PERF PIPE: 989.50 OUTLET: 992.85 PROPOSED PRE-TREATMENT BASIN TOP = 995 / BOT. 991 OUTLET = 993 PROPOSED INFILTRATION BASIN TOP = 995 / BOT. 991 OUTLET = 992.35 PROPO S E DPRE-T R E A T M E N T TOP = 9 9 8 / B O T . 9 9 1 OUTLE T = 9 9 3 EXISTING SCHNEIDERMANS PARCEL EXISTING QA1 PARCEL EXISTING STREAM EXISTING STREAM D D PROPOSED INFILTRATION BASIN TOP = 995 / BOT. 991 OUTLET = 992.35 PROPOSED PRE-TREATMENT TOP = 996 / BOT. 991 OUTLET = 992.50 PROPOSED FILTRATION BASIN TOP = 996 / BOT. 992 PERF PIPE: 989.50 OUTLET: 992.85 PROPOSED PRE-TREATMENT TOP = 996 / BOT. 992 OUTLET = 994.50 PROP O S E DPRE-T R E A T M E N T TOP = 1 0 0 4 / B O T . 9 9 4 OUTLE T = 9 9 6 PROP O S E DPRE-T R E A T M E N T TOP = 1 0 0 9 / B O T . 1 0 0 3 OUTLE T = 1 0 0 510041012 1012 1008 1008 10061006 1004 100010021000 1002 10021004 1002 100 0 1002100499810001002100499810001002100499810029981002100410009981002100410009981002100410001 0 0 0 99899899699699899610041004 1006101 0 100 6 1008 10 1 2 1010 1006 10081012 102010141016 101 8 10 2 2 1 0 2 4 1000 1006 1004 1002 1000 998 994 992 996 998 10 0 01006 10041000100010009989989981002100210041000100099810021002100410001000998998998100210021004100010009969 9 6 9981002100210041000 998 1000 1002 998 1000 1000996 996 1000 10 0 0 99699 6998 9 9 8 1002 100 2 1004 100 4 10021004100010021004100010021004996 994 992 10041006 10281020 1026994 994994 992 99410001002 10001000 998998 992 994 994 992 1002996 1010100610101000 996 1006 996994994 996996 998 1000 1002 1004 1000 998 994 996 100 4 1000 9 9 4 992 992 1000 994 994 996 998 1000 998 1000 1002 1000 1002 1000 10001000 10081006 1006 9901000 1000 1 0 0 0 100010001010 10101010992 992992992994 9949949949969981002 1002 1002 10021002100410061008 992992994994992994996992 994 996992994996998992994 100 0 99810009 9 8 998100210041000 1000 994 996 998 10021004100410041004100410041004100410041004100410041006100610061006100610081008100010021004 1000 1000 1000 1000 1000 1000 100099299499699899299499499299499410009929949969981000 992 992 994 994 996 996 998 998 992994996998 992994996998100410061008 101010081008101010121014101610201020 10121014101610181010 10061008101210141016 1000 1010 994 996 998 1002 1004 1006 1008 1012 1014 992994 994 994 994 994994994 994 996 996 996996 996 996996996996 996 996996996 992 992 992994 994 994996 996 996990 992 992 992 992 994 994 994 994996996996996996 992 99 2 994 994 994 99 4 996996996996 996 996996994994994 994 994996 996 996 99699699699810001010101410201014 1010 1 0 2 0 1 0 1 0 102010301022102410261 0 2 6 101010081012 101010021002100410041006100610081008101010101010 1010 1010 1010 1004 1004 10061006 1008 1008 101210121012 1012 1012 1012 1012 1012 1002100410061008100010021004100610081000998100210041000998100210041000998100210041000998100210041000998100210041000998100210041000 1002 996996This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C5-OVERALL GRADING PLAN.dwg July 31, 2020 - 4:10pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLGRADING PLANC500PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.07/31/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWACLTDSNORTH 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 I UPC601 C602 C603 C604 C605 C606 C607 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\C6-OVERALL UTILITY PLAN.dwg July 31, 2020 - 3:56pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL UTILITYPLANC600PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN, P.E.07/31/202053113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWACLTDSUTILITY 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. 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 NORTH EXHIBIT J EXHIBIT K D D D D D D D D D D D D D D DUPL101 L102 L103 L104 L105 L106 L107 ROOF 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: 5,727 SF = (114,541 SF OFF STREET PARKING AREA/ 100)*5 INTERIOR LANDSCAPE AREA PROVIDED: 5,755 SF LANDSCAPE REQUIREMENTS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\L1-OVERALL LANDSCAPE PLAN.dwg July 31, 2020 - 5:22pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE PLANL100PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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.RYAN A. HYLLESTED, PLA07/31/202053828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNRAHSJBRAHNORTH EXHIBIT L UP1 CXX LANDSCAPE ENLARGEMENT 2 CXX LANDSCAPE ENLARGEMENT 3 CXXLANDSCAPE ENLARGEMENT 4 CXXLANDSCAPE ENLARGEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg July 31, 2020 - 5:42pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORTREE INVENTORYANDPRESERVATIONPLANL110PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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.BRIAN M. WURDEMANXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWALBMWLIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS DRIP LINE SIGNIFICANT TREE REMOVAL: 335 TREES TREES TO REMAIN:98 TREE MITIGATION DATA 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES TEMPORARY TREE PROTECTION FENCE PLACEMENT SCALE: N.T.S.L1101 TREE PROTECTION FENCE EXISTING VEGETATION EDGE NORTHEXHIBIT M 831 805 806 807 808 809810 811 812813814815 816817818819820 821 822823 824825 826827828829830 832833834 835836837 838 839 840841 842 843 844 845846 847 848 849850 851852 853 854855858857 858859860 861862 863 864865866 867 868 869 870871872873 874 875 876 877 878 879880 881 882883 917 918 921 922923 924 925 926 927 928 929 930 558 707 775 808809810 811 812 813814815 816 817 818819820821822823824826828 553 554 556557 559 560 561 562563 564 565 566 567 568 569 570571 572573 574 575 576 577 578 579 580 581582 583 584585586 587 588 589590 591 592593 594 595 596 597 598 599 600 701 702 703704 705 706 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730731 732 733 734 735 736 737 738 739 741 741 742 743 744 745 746747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768769 770 771 772 773 774 776 777 778 779 780 781 782783 784 785 786787788 789 790 791792 793 794 795 796 797 798 799800 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931932933 884 885 886 887 888 889 890891892 893 894 895896897 900 898 899 601602603604 605 609608 606 607 610 611 612 613 614615 616 617 618 619620621 622 623624 625626627 628629630631 632 633 634 635 636637638 639640641642643644 645 646 647 648 649 650 651652 653 654 655 656 657 658659 660 661662 663 669 664 666 667665668670 671 672 673 674 675 676 681 677 678 679 680 682 683 684685 686 687688689 690 691 692 693 694 695 696 697 698 699 700 501502 503504 505 506 507 508 509 510 511 512513 514 515 516 517 518 519 520 521 522 523 524525 526 527528 529530531 532 533 534 535 537536 538 539 540 541 542 543 544 545546 547 548 549 550 551 552553 554 555 556 561 801 802 803 804 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg July 31, 2020 - 6:12pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORTREE INVENTORYANDPRESERVATIONPLANL111PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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.BRIAN M. WURDEMANXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWALBMWLANDSCAPE ENLARGEMENT SCALE: 1"=40'L1111 LANDSCAPE ENLARGEMENT SCALE: 1"=40'L1112 LANDSCAPE ENLARGEMENT SCALE: 1"=40'L1113 LANDSCAPE ENLARGEMENT SCALE: 1"=40'L1114NORTHNORTHNORTH NORTH Tag IDCommon Name DBH(in)TO BE REMOVED 501 American Elm 15 YES 502 American Elm 20 YES 503 Boxelder 18 YES 504 Boxelder 13 YES 505 Sugar Maple 6 YES 506 American Elm 12 YES 507 Sugar Maple 8 YES 508 Boxelder 18 YES 509 Boxelder 24 YES 510 Boxelder 13 YES 511 Boxelder 15 YES 512 Boxelder 16 YES 513 American Elm 7 YES 514 American Elm 6 YES 515 American Elm 10 YES 516 American Elm 7 YES 517 American Elm 10 YES 518 American Elm 7 YES 519 American Elm 12 YES 520 Sugar Maple 8 YES 521 Boxelder 6 YES 522 Sugar Maple 8 YES 523 American Elm 8 YES 524 Boxelder 10 YES 525 Boxelder 9 YES 526 Boxelder 15 YES 527 Boxelder 14 YES 528 Boxelder 25 YES 529 American Elm 14 YES 530 Black Cherry 6 YES 531 American Elm 7 YES 532 American Elm 9 YES 533 Sugar Maple 12 YES 534 American Elm 14 YES 535 American Elm 11 YES 536 American Elm 8 YES 537 Boxelder 7 YES 538 American Elm 8 YES 539 American Elm 13 YES 540 American Elm 8 YES 541 American Elm 10 YES 542 Hackberry 7 YES 543 American Elm 9 YES 544 Boxelder 17 YES 545 Boxelder 15 YES 546 Boxelder 19 YES 547 Boxelder 10 YES 548 Boxelder 7 YES 549 American Elm 9 YES 550 American Elm 7 YES 551 Boxelder 14 YES 552 Boxelder 11 YES 553 Boxelder 11 YES 554 Boxelder 11 YES 555 Boxelder 12 YES 556 Black Cherry 9 YES 557 Black Cherry 12 YES 558 American Elm 13 YES 559 American Elm 7 YES 560 Boxelder 18 YES 561 American Elm 13 YES 562 Cottonwood 28 YES 563 Boxelder 7 YES 564 Boxelder 15 YES 565 Black Cherry 7 YES 566 American Elm 6 YES 567 Black Cherry 6 YES 568 Boxelder 8 YES 569 Boxelder 13 YES 570 Boxelder 18 YES 571 Boxelder 16 YES 572 Hackberry 10 YES 573 Hackberry 14 YES 574 Hackberry 13 YES 575 Hackberry 19 YES 576 Boxelder 17 YES 577 Boxelder 14 YES 578 Boxelder 13 YES 579 Boxelder 8 YES 580 American Elm 7 YES 581 Boxelder 11 YES 582 American Elm 9 YES 582 American Elm 9 583 Boxelder 17 YES 584 American Elm 7 YES 585 American Elm 10 YES 586 American Elm 7 YES 587 Hackberry 8 YES 588 White Oak 32 YES 589 American Elm 9 YES 590 Boxelder 15 YES 591 Boxelder 16 YES 592 Boxelder 6 YES 593 Hackberry 14 YES 594 Boxelder 13 YES 595 Boxelder 15 YES 596 Quaking Aspen 8 YES 597 Boxelder 9 YES 598 Boxelder 16 YES 599 Hackberry 9 YES 600 Black Cherry 12 YES 601 Boxelder 11 YES 602 Boxelder 15 YES 603 Boxelder 15 YES 604 Boxelder 14 YES 605 Boxelder 11 YES 606 Boxelder 20 YES 607 Boxelder 15 YES 608 Boxelder 18 YES 609 American Elm 7 YES 610 Boxelder 16 YES 611 Boxelder 22 YES 612 Boxelder 14 YES 613 Boxelder 13 YES 614 Boxelder 10 YES 615 Boxelder 11 YES 616 Boxelder 14 YES 617 Boxelder 14 YES 618 Boxelder 10 YES 619 Boxelder 10 YES 620 Boxelder 20 YES 621 Boxelder 16 YES 622 Boxelder 12 YES 623 Boxelder 14 YES 624 Boxelder 12 YES 625 Boxelder 13 YES 626 Boxelder 16 YES 627 Boxelder 10 YES 628 Boxelder 9 YES 629 Boxelder 6 YES 630 Boxelder 9 YES 631 Boxelder 9 YES 632 Boxelder 18 YES 633 Boxelder 14 YES 634 Boxelder 11 YES 635 Boxelder 10 YES 636 Boxelder 11 YES 637 Boxelder 11 YES 638 Boxelder 9 YES 639 Boxelder 15 YES 640 Boxelder 8 YES 641 Boxelder 10 YES 642 Boxelder 7 YES 643 Boxelder 11 YES 644 Boxelder 12 YES 645 Boxelder 13 YES 646 Boxelder 10 YES 647 Boxelder 18 YES 648 American Elm 7 YES 649 American Elm 14 YES 650 Boxelder 16 YES 651 Hackberry 7 YES 652 Black Cherry 6 YES 653 Boxelder 7 YES 654 American Elm 7 YES 655 American Elm 15 YES 656 American Elm 16 YES 657 American Elm 12 YES 658 American Elm 18 YES 659 American Elm 12 YES 660 Boxelder 13 YES 661 Boxelder 20 YES 662 Boxelder 13 YES 663 American Elm 27 YES 664 American Elm 6 YES 664 American Elm 6 665 American Elm 10 YES 666 American Elm 7 YES 667 American Elm 12 YES 668 Boxelder 8 YES 669 American Elm 11 YES 670 Boxelder 11 YES 671 Boxelder 8 YES 672 Boxelder 11 YES 673 Boxelder 19 YES 674 Sugar Maple 9 YES 675 Black Cherry 6 YES 676 American Basswood 7 YES 677 American Elm 14 YES 678 American Elm 10 YES 679 American Elm 9 YES 680 American Elm 18 YES 681 American Elm 20 YES 682 American Elm 8 YES 683 American Elm 13 YES 684 Boxelder 17 YES 685 Boxelder 9 YES 686 Boxelder 20 YES 687 Boxelder 20 YES 688 Boxelder 17 YES 689 American Elm 7 YES 690 American Elm 6 YES 691 Boxelder 13 YES 692 American Elm 15 YES 693 American Elm 15 YES 694 American Elm 9 YES 695 American Elm 9 YES 696 American Elm 16 YES 697 Sugar Maple 7 YES 698 American Elm 12 YES 699 American Elm 12 YES 700 American Elm 19 YES 701 Boxelder 9 YES 702 Boxelder 13 YES 703 Boxelder 9 YES 704 American Elm 9 YES 705 Boxelder 22 YES 706 Hackberry 8 YES 707 Boxelder 22 YES 708 American Elm 7 YES 709 Hackberry 9 YES 710 Hackberry 7 YES 711 Hackberry 9 YES 712 Hackberry 6 YES 713 American Elm 8 YES 714 American Elm 9 YES 715 Hackberry 6 YES 716 American Elm 8 YES 717 Hackberry 8 YES 718 American Elm 10 YES 719 Boxelder 15 YES 720 Boxelder 17 YES 721 Bur Oak 20 YES 722 Boxelder 16 YES 723 American Elm 9 YES 724 Sugar Maple 12 YES 725 Boxelder 12 YES 726 American Elm 7 YES 727 Boxelder 14 YES 728 Boxelder 10 YES 729 Hackberry 7 YES 730 Boxelder 13 YES 731 Sugar Maple 6 YES 732 American Elm 7 YES 733 American Elm 9 YES 734 Sugar Maple 9 YES 735 Boxelder 16 YES 736 Sugar Maple 13 YES 737 Hackberry 14 YES 738 Sugar Maple 15 YES 739 Boxelder 18 YES 741 Sugar Maple 13 YES 741 Sugar Maple 6 YES 742 American Elm 11 YES 743 Sugar Maple 7 YES 744 American Elm 7 YES 745 Boxelder 16 YES 746 Cottonwood 28 YES 746 Cottonwood 28 747 American Elm 8 YES 748 American Elm 8 YES 749 Hackberry 14 YES 750 Boxelder 8 YES 751 Boxelder 8 YES 752 American Elm 8 YES 753 White Oak 25 YES 754 Boxelder 13 YES 755 Sugar Maple 9 YES 756 Black Cherry 21 YES 757 White Oak 29 YES 758 American Elm 8 YES 759 Boxelder 17 YES 760 American Elm 9 YES 761 American Elm 7 YES 762 American Elm 10 YES 763 Black Cherry 18 YES 764 Sugar Maple 18 YES 765 Boxelder 22 YES 766 American Elm 11 YES 767 American Elm 7 YES 768 Sugar Maple 6 YES 769 Hackberry 6 YES 770 American Elm 10 YES 771 American Elm 14 YES 772 American Elm 7 YES 773 American Elm 12 YES 774 American Elm 11 YES 775 Sugar Maple 11 YES 776 Boxelder 7 YES 777 Boxelder 11 YES 778 Hackberry 6 YES 779 Sugar Maple 28 YES 780 Hackberry 10 YES 781 Sugar Maple 11 YES 782 Boxelder 12 YES 783 Black Cherry 18 YES 784 Black Cherry 13 YES 785 Boxelder 12 YES 786 Boxelder 8 YES 787 Hackberry 7 YES 788 Hackberry 9 YES 789 Sugar Maple 8 YES 790 Boxelder 11 YES 791 Black Cherry 15 YES 792 Hackberry 8 YES 793 American Elm 11 YES 794 American Elm 8 YES 795 Boxelder 12 YES 796 Hackberry 12 YES 797 Hackberry 13 YES 798 Boxelder 11 YES 799 Northern Red Oak 22 YES 800 Northern Red Oak 17 YES 801 Black Willow 23 802 Black Willow 18 803 Black Willow 13 804 Black Willow 17 805 Black Willow 21 806 Boxelder 10 807 Quaking Aspen 23 808 Cottonwood 12 809 Cottonwood 28 810 Cottonwood 21 811 Cottonwood 13 812 Cottonwood 17 813 Cottonwood 13 814 Cottonwood 14 815 Cottonwood 10 816 Black Willow 8 817 Cottonwood 15 818 Cottonwood 18 819 Cottonwood 6 820 Cottonwood 6 821 Cottonwood 11 822 American Elm 7 823 Cottonwood 7 824 Cottonwood 12 825 Black Willow 7 826 Cottonwood 17 827 Cottonwood 17 828 Black Willow 13 828 Black Willow 13 829 Black Willow 10 830 Black Willow 7 831 Cottonwood 14 832 Black Willow 22 833 Cottonwood 17 834 Black Willow 12 835 Cottonwood 8 836 Cottonwood 9 837 Cottonwood 9 838 Cottonwood 20 839 Cottonwood 21 840 Cottonwood 27 841 Cottonwood 26 842 Black Willow 14 843 Cottonwood 34 844 Black Willow 15 845 Black Willow 16 846 Black Willow 18 847 Black Willow 14 848 Black Willow 16 849 Cottonwood 20 850 Black Willow 18 851 Cottonwood 18 852 Black Willow 17 853 Cottonwood 29 854 Cottonwood 11 855 Cottonwood 14 856 Cottonwood 27 857 Black Willow 14 858 Black Willow 18 859 Cottonwood 16 860 Cottonwood 15 861 Black Willow 15 862 Cottonwood 9 863 Black Willow 18 864 Cottonwood 18 865 Cottonwood 19 866 Cottonwood 8 867 Cottonwood 16 868 Cottonwood 12 869 Cottonwood 13 870 Cottonwood 25 871 Cottonwood 7 872 Cottonwood 11 873 Cottonwood 16 874 Cottonwood 22 875 Cottonwood 6 876 Black Willow 22 877 Black Willow 16 878 Black Willow 15 879 Black Willow 7 880 Black Willow 12 881 Black Willow 20 882 Black Willow 18 883 Black Willow 24 884 Boxelder 19 YES 885 Boxelder 19 YES 886 Boxelder 8 YES 887 Boxelder 11 YES 888 Boxelder 8 YES 889 Boxelder 10 YES 890 Boxelder 8 YES 891 Boxelder 15 YES 892 Boxelder 15 YES 893 Boxelder 11 YES 894 Boxelder 10 YES 895 Boxelder 6 YES 896 Boxelder 18 YES 897 Boxelder 18 YES 898 Boxelder 14 YES 899 Boxelder 14 YES 900 Boxelder 15 YES 901 Black Cherry 13 YES 902 American Elm 11 YES 903 American Elm 8 YES 904 Black Cherry 21 YES 905 Hackberry 10 YES 906 Boxelder 15 YES 907 Black Cherry 15 YES 908 Boxelder 9 YES 909 American Elm 8 YES 910 Boxelder 12 YES 910 Boxelder 12 911 Boxelder 9 YES 912 Boxelder 18 YES 913 American Elm 11 YES 914 Rock Elm 8 YES 915 American Elm 8 YES 916 Hackberry 8 917 American Elm 17 918 Boxelder 20 919 Boxelder 12 920 Black Cherry 7 921 American Elm 13 922 American Elm 15 923 American Elm 18 924 Boxelder 13 925 Boxelder 15 926 Boxelder 32 927 Boxelder 16 928 Black Willow 9 929 Black Willow 13 930 Boxelder 14 931 Heart-leaved Birch 7 YES 932 American Elm 8 YES 933 Boxelder 8 YES This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Lakeville, MN\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg July 31, 2020 - 5:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORTREE INVENTORYANDPRESERVATIONPLANL112PROJECTWALLEYE SCANNELLPROPERTIESLAKEVILLEMNDATE: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.BRIAN M. WURDEMANXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403307/31/2020AS SHOWNBMWALBMW 80' R/W0+001+002+003+004+005+006+007+008+009+0010+000+001+00 2+00 JACQUARD AVE.217TH STREET W 222 21134455 556 6 788 8COORDINATE CHANGES TOSIGNAL DESIGN WITH COUNTYALL FUTURE WORK ALONG JACQUARD AVEAND WEST OF TEMPORARY CUL-DE-SAC ON217TH ST WEST SHOWN FOR REFERENCEONLYALL FUTURE WORK ALONG JACQUARD AVEAND WEST OF TEMPORARY CUL-DE-SAC ON217TH ST WEST SHOWN FOR REFERENCEONLY42' 60' 42'42'R50'R5 2 '180'TAPERJACQUARD AVENUER50'COUNTY ROAD EXPANSIONPROJECT TO BE REVISEDALLOWING NORTHBOUNDTHRU LANE TO ALIGN WITHJACQUARD AVE11' 30' 100' R/W300'R 5 0 '99912 13 12 13 11 111313131010151414141414JACQUARD AVENUEJACQUARD AVENUE80' R/W 20' 20'21+3711+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+002222555675888ALL FUTURE WORK ALONG JACQUARD AVEAND WEST OF TEMPORARY CUL-DE-SAC ON217TH ST WEST SHOWN FOR REFERENCEONLYR50'R25'R2 5 'R52'ALL FUTURE WORK ALONG JACQUARD AVEAND WEST OF TEMPORARY CUL-DE-SAC ON217TH ST WEST SHOWN FOR REFERENCEONLY999101010101010SEE SITE DEVELOPMENT PROJECT FORPROPOSED RETAINING WALL AND DETAILS1515DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:DWN BY:ISSUE DATE:PROJECT NO.:5024-20-500M:\5024\500 ISLP 2020 Public Improvements\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 STREET PLAN 5024-500.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/13/2020 9:37:04 AM CLIENT:SCANNELLPROPERTIESINTERSTATE LOGISTICS PARK PUBLIC IMPROVEMENTS CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA PROJECT TITLE:BJCCHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885408/12/2020307/02/2020 CITY SUBMITTAL 1 07/31/2020 CITY COMMENT REVISION 1 2 08/12/2020 CITY COMMENT REVISION 2 3 GRAPHIC SCALE IN FEET050100GRAPHIC SCALE IN FEET050100C-102ENLARGED JACQUARDSTREET PLANSLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINE1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR SHALL INSPECT ALL SANITARY MANHOLES AFTERADJUSTMENTS ARE COMPLETE AND REMOVE ANY DEBRISWITHIN STRUCTURES. IF DEBRIS HAS MIGRATED TO WITHINSEWER MAIN, CONTRACTOR SHALL BE RESPONSIBLE FORFLUSHING THE LINE TO REMOVE ALL DEBRIS. WORK SHALL BEINCIDENTAL TO THE PROJECT.3. EXISTING GRADE (EG) ELEVATION ARE SHOWN FOR REFERENCEONLY TO THE EXISTING GRADE AND THE CONTRACTOR SHALLNOT CONSTRUCT TO THESE ELEVATIONS.NOTES1. MATCH EXISTING2. BITUMINOUS PAVEMENT (TYP.) - SEE DETAIL3. 4' WIDE MEDIAN4. PAVEMENT MESSAGE5. ROAD CENTERLINE6. TEMPORARY CUL-DE-SAC EASEMENT7. ROADWAY BARRICADES - SEE DETAIL8. RIGHT-OF-WAY (TYP.)9. FUTURE RIGHT-OF-WAY ALONG JACQUARD AVE10. CONCRETE CURB AND GUTTER B618 - SEE DETAIL11. STREET NAME SIGN AND POST12. R1-1 STOP SIGN (36X36")13. TRAFFIC CONTROL SIGN14. TEMPORARY DRAINAGE AND UTILITY EASEMENT15. DRAINAGE AND UTILITY EASEMENTKEYNOTES#SEE ABOVE SEE BELOW EXHIBIT N EXHIBIT O EXHIBIT P 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 July 27, 2020 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION The Dakota County Plat Commission met on July 22, 2020, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 70 (215th St.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat includes one lot for an industrial building and one Outlot for future redevelopment. The right-of-way needs have been met along CSAH 70 and CSAH 9. The main access to the plat is on 217th Street West via CSAH 9. As discussed, the developer is working with the western property, which would allow construction and access of Jacquard Avenue and an access connection to CSAH 70. If the developer is unable to connect to CSAH 70 via Jacquard Avenue with the plat, a connection is planned to be made on CSAH 9 at 220th Street. Access restriction should be shown along all of CSAH 9 except one access opening across from 220th Street West. Access restriction does not need to be shown along CSAH 70 on Outlot A at this time. 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. Traffic volumes on CSAH 9 and CSAH 70 are 6,550 and 11,000 ADT, respectively, and are anticipated to be 13,300 and 17,000 ADT by the year 2030. 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: Brian Wurdeman, Kimley-Horn; Samuel Trebesch, Loucks Inc. EXHIBIT Q 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On August 20, 2020 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Scannell Properties #441, LLC for a conditional use permit to allow a building height greater than 45 feet in the I-1, Light Industrial District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Comprehensive Planning District No. 6, which guides the property for warehouse/light industrial uses. 2. The property is zoned I-1, Light Industrial District. 3. The legal description of the property is attached as Exhibit A. 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed distribution center is consistent with uses allowed in industrial areas of the City. The building height in excess of 45 feet is consistent with the policies and provisions of Planning District 6 of the Comprehensive Land Use Plan. b) The proposed use is or will be compatible with future land uses of the area. Finding: The proposed distribution center use in the I-1 District will be compatible with existing and future land uses in the area. 2 c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed distribution center use in the I-1 District will conform to the performance standards set forth in the Zoning Ordinance given approval of the conditional use permit for the building height. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed distribution center use will be served with existing public services and will not overburden the City’s service capacity. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation from the proposed distribution center use can be accommodated by minor arterials Dodd Boulevard (CSAH 9) and 215th Street (CSAH 70). 5. The planning report dated August 12, 2020 prepared by Associate Planner Kris Jenson is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Associate Planner Kris Jenson dated August 12, 2020. Dated: August 20, 2020 LAKEVILLE PLANNING COMMISSION _______________________ Pat Kaluza, Chair 3 EXHIBIT A That part of the Southeast Quarter (SE 1/4) of Section Thirty-One (31), Township One Hundred Fourteen (114) North, Range Twenty (20) West of the Fifth Principal Meridian, Dakota County, Minnesota, lying westerly of Dodd Road, EXCEPT that part platted as INTERSTATE SOUTH LOGISTICS PARK and INTERSTATE SOUTH LOGISTICS PARK SECOND ADDITION, Dakota County, Minnesota, according to the recorded plats thereof. and Outlot A, Interstate South Logistics Park. and Outlot B, Interstate South Logistics Park. and Outlot C, Interstate South Logistics Park, except that part platted as Interstate South Logistics Park Second Addition. and Outlot E, Interstate South Logistics Park. City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, 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: August 12, 2020 Subject: Interstate South Logistics Park Third Addition • Preliminary Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review • Tree Preservation Plan BBAACCKKGGRROOUUNNDD Scannell Properties #441, LLC has submitted a preliminary plat named Interstate South Logistics Park Third Addition and plans to construct a distribution center and parking improvements. The proposed development is located west of and adjacent to Dodd Boulevard (CSAH 9) and south of and adjacent to 215th Street (CSAH 70). The parent parcels consist of Outlots A, B, C and E Interstate South Logistics Park and one metes and bounds parcel (PID No. 220310075013) all zoned I-1, Light Industrial District. The preliminary plat consists of one lot within one block and three outlots on 131.27 acres. The outlots created with the preliminary plat shall have the following uses: Outlot A (37.94 acres): Future development; to be retained by the Developer Outlot B (2.00 acres): Future development; to be retained by the Developer Outlot C (13.20 acres): Wetland and buffers; to be deeded to the City IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 22 OOFF 77 The proposed development will be completed by: Developer: Scannell Properties #441, LLC Engineer/Surveyor: Wenck/Kimley-Horn Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Interstate South Logistics Park Third Addition site is undeveloped cultivated agricultural land. Three 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 Dodd Boulevard (CSAH 9) Interstate South Logistics Park is located west of and adjacent to Dodd Boulevard, a minor arterial County Highway, as identified in the City’s Transportation Plan. The Dakota County Plat Commission reviewed the proposed development at its July 22, 2020 meeting and recommended approval. The current Dakota County Plat Review Needs Map identifies Dodd Boulevard as a 2-lane rural/3-lane roadway with a half right-of-way requirement of 60-feet adjacent to the plat. The Developer dedicated the necessary right-of-way for Dodd Boulevard with the Interstate South Logistics Park final plat. The Developer is required to coordinate with Dakota County to determine the extent of improvements that will be required along Dodd Boulevard. The plan for any County road improvements must be approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. 215th Street (CSAH 70) Interstate South Logistics Park Third 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 July 22, 2020 meeting and recommended approval. The current Dakota County Plat Review Needs Map identifies 215th Street as a 4-lane divided roadway with a half right-of-way requirement of 75- feet adjacent to the plat. The Developer dedicated the necessary right-of-way for 215th Street with the Interstate South Logistics Park final plat. Dakota County and the City are reconstructing 215th Street as a four-lane divided roadway adjacent to the plat. Construction of the improvements is scheduled to be completed in 2021 and 2022. To accommodate the future right-of-way and construction needs along 215th Street, the Developer deeded to Dakota County a 10-ft wide trail, drainage, utility, and wall easement outside of the right-of-way along Lot 1, Block 1 and Outlot A, Interstate South IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 33 OOFF 77 Logistics Park. This easement will remain with the re-plat of the underlying parent parcel with the development. Dakota County controls the right-of-way requirements and access locations along 215th Street. Jacquard Avenue Jacquard Avenue is identified as a major collector in the City’s Comprehensive Transportation Plan. The preliminary plat identifies dedication of the east half right-of-way for Jacquard Avenue from 215th Street to the south plat boundary. The Developer has conveyed to City staff that they are in negotiations with the property owner west of the plat to acquire the property necessary for the west half right-of-way for Jacquard Avenue. If the Developer acquires the necessary west half right-of-way, the Developer shall construct Jacquard Avenue from 215th Street to Outlot C with the final plat improvements. Jacquard Avenue will be constructed as a 40-ft wide rural roadway with paved shoulders within an 80 to 100 foot right- of-way. Construction of Jacquard Avenue will include intersection modifications to the intersection of 215th Street and Jacquard Avenue. This will require a re-design of the approved Dakota County construction plans including traffic signal, utility turn lane and other modifications. The City and County will be responsible for the re-design and construction of the intersection improvements. The Developer shall reimburse the City for its share of the design, construction, and construction administration costs for the intersection modifications with the final plat. If the Developer is unsuccessful in acquiring the west half right-of-way for Jacquard Avenue prior to City Council consideration of the final plat, the City and Developer will discuss access and site changes that may be required with the final plat improvements. 217th Street Development of Interstate South Logistics Park Third Addition includes the construction and extension of 217th Street from its existing terminus to Jacquard Avenue. 217th Street is a minor collector roadway as identified in the City’s Transportation Plan and will be constructed as a rural section roadway to promote infiltration and stormwater treatment. 217th Street will be constructed as a 40-ft wide rural roadway with paved shoulders within an 80-foot right-of- way. If the Developer is unable to construct Jacquard Avenue from 215th Street to 217th Street, the Developer would be required to construct a temporary cul-de-sac on 217th Street within a temporary easement. An escrow for future removal of the temporary cul-de-sac would be required with the final plat. SITE PLAN A Preliminary Site Plan was submitted for Lot 1, Block 1, Interstate South Logistics Park Third Addition. The Site Plan includes construction of a 750,000 SF distribution center on Lot 1, IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 44 OOFF 77 Block 1.Access to the site is proposed via four private driveways on 217th Street and one private driveway access to Dodd Boulevard, aligning with 220th Street to the east. The main truck delivery access/egress is shown via the westerly driveway connection to 217th Street and the Dodd Boulevard access. Due to its proximity to the 217th Street/Jacquard Avenue intersection, the western driveway access to 217th Street shall be relocated to Jacquard Avenue at the time that Jacquard Avenue is constructed adjacent to the site. The Developer shall submit a design for the driveway modification with the final plat. The Developer is required to coordinate with Dakota County on improvements to Dodd Boulevard to accommodate the private driveway access. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. The Developer is required to coordinate accesses to Dodd Boulevard and 215th Street with Dakota County. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS 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 bituminous trails along the south side of 215th Street and west side of Dodd Boulevard adjacent to the Interstate South Logistics Park Third Addition preliminary plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Interstate South Logistics Park Third 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. The Developer proposes to extend sanitary sewer along 217th Street and Jacquard Avenue to the west property boundary. Private sanitary sewer services will be extended from the sanitary sewer for development within Lot 1, Block 1, Interstate South Logistics Park Third 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 includes the extension of public watermain. Consistent with the City’s Water Plan, the Developer shall extend 12-inch watermain along 217th Street and Jacquard Avenue within the City’s Normal Pressure Zone. Additionally, the IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 55 OOFF 77 Developer shall extend watermain from the City’s Low Pressure Zone, located east of Dodd Boulevard at 220th Street. Consistent with the City’s Water Plan the Developer shall install a pressure reducing valve on the west side of Dodd Boulevard, and loop the watermain through Lot 1, Block 1 to connect to the watermain along Jacquard Avenue. 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. OOVVEERRHHEEAADD LLIINNEESS 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 is located within subdistrict SC-199, SC-188, SC-180 and SC-020 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) identified infiltration and ponding areas for the AUAR as a whole. Development of Interstate South Logistics Park Third Addition includes the construction of privately owned and maintained infiltration basins, consistent with the AUAR. The private infiltration basins will be located on Lot 1, Block 1 and will treat runoff generated from the proposed subdivision. Temporary private stormwater treatment areas will be constructed along 217th Street on Outlot A. The Developer shall sign a private maintenance agreement for the infiltration basins and dedicate a maintenance easement over the basin area prior to City Council consideration of the final plat. The stormwater management design is currently under review by the City’s Engineering consultant. The stormwater management plan and design must be approved prior to City Council consideration of the final plat. Following completion of the site improvements and restoration, the Developer shall conduct double ring infiltrometer tests in the location of the infiltration basins to demonstrate that the design infiltration rates have been achieved. The Developer shall provide a security with the final plat to ensure that this testing is completed. 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 Third 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 IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 66 OOFF 77 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 Third Addition includes the construction of public and private storm sewer systems. The public storm sewer will be located within public right-of-way. The privately-owned and maintained storm sewer will be located within Lot 1, Block 1, Interstate South Logistics Park Third Addition and will collect and convey stormwater runoff generated from within the development to the stormwater management basins. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. FEMA FLOODPLAIN ANALYSIS A portion of Outlot C and Lot 1, Block 1, Interstate South Logistics Park Third Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone A by the Federal Emergency Management Agency (FEMA). Based on this designation, a portion of the plat is located within a Special Flood Hazard Area (SFHA), as determined by FEMA. A Letter of Map Revision will be required with the final plat to determine the Base Flood Elevation for the floodplain. Additionally, a No-Rise Certification is required prior to grading within the SFHA. 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. There are no impacts to existing wetlands on site with the current plans. If impacts are proposed with future phases, a wetland replacement plan must be submitted, reviewed and 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 The tree plan identifies 335 trees on the site. The plan proposes to save 98 trees (29.3%). Most of the tree removals are due to the construction of Jacquard Avenue along the west property line. IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK TTHHIIRRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT AAUUGGUUSSTT 1122,, 22002200 PPAAGGEE 77 OOFF 77 EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction must be documented in the SWPPP. A maintenance schedule for the first 2 years must be included in the plans. This must include mowing 2 to 3 times, 30 days apart during the first year with the mower deck set about 6-8 inches off the ground. The second year, the pond areas must be mowed once before weeds set their seeds. This will reduce weed establishment and help stimulate the desirable vegetation. This will cut down on maintenance in the long-term. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. 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, utility plan, and tree preservation plan for Interstate South Logistics Park Third Addition, subject to the requirements and stipulations within this report.