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HomeMy WebLinkAboutItem 091 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: May 1, 2020 Subject: Packet Material for the May7, 2020 Planning Commission Meeting Agenda Item: Launch Park Second Addition Preliminary Plat Action Deadline: July 16, 2020 BACKGROUND Airlake Development, Inc. representatives have submitted preliminary plat and final plat applications and plans for Launch Park Second Addition, which proposes one lot and two outlots totaling 54.63 acres within the I-2, General Industrial District. The property is located east of Airlake Airport and Cedar Avenue (CSAH 23) and north of 222nd Street. The proposed Lot 1, Block 1 will be occupied by a 150,000 square foot, two-tenant warehouse building with some office space for yet to be disclosed tenants. This is the second phase of the Launch Park development conceptually planned as part of the Alternative Areawide Review (AUAR) approved by the City Council on November 5, 2018. The preliminary and final plat plans have been submitted to: 1. The Engineering Division 2. The Parks and Recreation Department 3. The Parks, Recreation and Natural Resources Committee 4. The Dakota County Plat Commission The following exhibits are attached for your information: 2 EXHIBITS A.Location and Zoning Map B.Aerial Photo Map C.AUAR Map D.Survey E.Preliminary Plat F.Final Plat G.Grading Plan H.Erosion Control Plan I.Utility Plan J.Site Plan K.Circulation Plan L.Landscape Plan (4 pages) M.Exterior Lighting Plan N.Building Floor and Elevation Plans (3 pages) O.Dakota County Plat Commission letter dated April 16, 2020 Zoning and Surrounding Uses. The property is zoned I-2, General Industrial District. The proposed project is surrounded by the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North Undeveloped Agricultural Property Industrial I-2, General Industrial District South 222nd Street and Launch Park First Addition (Menasha / McNeilus Truck) Industrial I-2, General Industrial District East Lakeville/Farmington City Limits Agriculture Use Rural Agriculture (Farmington) Agriculture per City of Farmington Zoning Map West Cedar Avenue (CSAH 23) and Metropolitan Airports Commission Property STAFF ANALYSIS PRELIMINARY PLAT AND FINAL PLAT The developer has proposed the second phase of the Launch Park industrial park development with the submittal of the Launch Park Second Addition preliminary and final plat and site plan. This phase is located within a 54.63 acre metes and bounds described parent parcel which is part of the approved 190 acre Launch Park AUAR. The properties within the AUAR extend to the north near the creek tributary east of the intersection of Cedar Avenue (CSAH 23) and 215th Street (CSAH 70). a.Comprehensive Plan. The property is currently located in Planning District No. 6 of the 2040 Comprehensive Plan and is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to (2 pages) 3 serve the property. The subject property is guided Industrial therefore, the proposed office/warehouse use is consistent with the 2040 Comprehensive Plan. The proposed Launch Park Second Addition preliminary and final plat meets the recommended goals and objectives of Planning District No. 6. b. Existing Site Conditions. The parent parcel is currently undeveloped and most recently used in row crop production. Two private utility gas easements run across the property within the preliminary and final plat. One runs east and west north of 222nd Street. The other runs on a northeast/southwest angle near the northwest corner of the preliminary plat between Lot 1 and Outlot A. c. Lot/Block/Outlot. The preliminary and final plat of Launch Park Second Addition consists of one lot and two outlots. Lot 1 exceeds the minimum lot area and lot width requirements of the I-2, General Industrial District. Outlots A and B will be retained by the developer for future development. The following is a tabulation of the lots as noted on the preliminary plat plans. Preliminary Plat Lots Lot Area and Lot Width Requirements Lot 1 Outlot A Outlot B 1 Acre 15.84 acres 3.95 acres 33.32 acres 100 feet 988.4 feet d. Streets. Launch Park Second Addition abuts Cedar Avenue (CSAH 23) and 222nd Street. No additional street construction is required for Launch Park Second Addition. Cedar Avenue (CSAH 23) is a two-lane rural roadway that abuts the west side of the property and is classified as a high-density minor arterial in the Transportation Plan. The existing east half right -of-way width of 60 feet is adequate to accommodate future right- of-way needs of Cedar Avenue with two lanes of traffic and the turn lanes required by Dakota County. That portion of Cedar Avenue adjacent to Outlot A requires an east half right of way of 75 feet to accommodate the turn lanes at the future 220th Street intersection. 222nd Street abuts Launch Park Second Addition to the south and provides primary access to Lot 1 and the future lot development within Outlot B. The first phase of 222nd Street included construction of a 1,300-foot long temporary cul-de-sac. Future lot development of Launch Park First or Second Addition may require construction of 222nd Street to the east. Ultimately, a future street from the north at the east end of the plat will connect with 222nd Street to provide alternate public street access. Future Streets within the AUAR. The AUAR master site plan identifies future streets to serve the future development within the Launch Park AUAR. The AUAR master site plan 4 includes the future extension of 220th Street across and east of Cedar Avenue (CSAH 23) and a future north/south street between the future extension of 222nd Street north along the city limits to connect to the future extension of CSAH 70. e. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently available to the site, which is within the current MUSA, and is located adjacent to the east side of the preliminary and final plat. All public utilities will be constructed by the developer to serve the proposed preliminary and final plat following final plat approval. Sewer and water will be available to serve future development of Outlots A and B when they are final platted into lots. Grading and utility plans have been submitted with the Launch Park Second Addition preliminary and final plat. Grading, drainage, erosion control, and utility review comments are addressed in the engineering report dated April 29, 2020. A copy of the engineering report is attached for your review. Engineering recommends approval of the Launch Park Second Addition preliminary and final plat. f. Wetlands. A wetland delineation was completed for the subject property. No wetlands were identified within the Launch Park Second Addition preliminary and final plat. g. Tree Preservation. No significant trees are within the Launch Park Second Addition preliminary and final plat. h. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat or future trails along Cedar Avenue. No public trails or sidewalks are being constructed with this plat. Park dedication cash fees are determined by calculating a rate of $4,558 per acre for industrial zoned property for the net area of the lot being final platted. The park dedication cash fee for Launch Park Second Addition will be $72,198.72 due at the time of final plat approval. i. Airlake Airport. Airlake Airport is considered a reliever airport under the management of the Metropolitan Airports Commission (MAC). The airport’s flight safety zone is managed by MAC. The eastern flight zone is located south of, but not within, the Launch Park Second Addition preliminary and final plat. Due to the site’s proximity to Airlake Airport, the Federal Aviation Administration may require an FAA permit (#7460 – Notice of Construction Form) if any construction cranes are used during the construction of the building. The developer is advised to coordinate any required permit with the FAA prior to submittal of building permit and construction plans. SITE PLAN ANALYSIS Setbacks. The building setback requirements of the I-2 District are being met with the proposed site plans for Lot 1 as follows: 5 Required Setbacks Lot 1, Block 1 Front Yard ------40 feet Cedar Ave - 72 feet Side Yard (north) - 10 feet Side Yard (Abutting Street) - 30 feet North - more than 10 feet South – 180 feet Rear Yard -------30 feet Exceeds 30 feet Parking. The building on Lot 1 will be a 150,000 square foot, two tenant building and will include office and warehouse uses. The building will require 139 parking spaces based on the proposed office and warehouse uses. The site plan provides for 162 vehicle parking spaces. The estimated required number of parking spaces is calculated as follows: Building Square Footage……………………………….…...150,000 square feet Office (Unit #1 only) – 1,122 sf (includes 10% floor area credit) ….........6 spaces Warehouse – 134,524 sf (includes 10% floor area credit)……….…...134 spaces On-Site Parking (total required) .………………………..……..…...140 spaces Parking to be Constructed….……………..………..……………....162 spaces Circulation. All drive aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 20 feet in length. A 32 foot wide drive aisle is proposed on the east side of the building to provide two way traffic flow for large vehicles and trailers. The driveways provide adequate width and turning radii to accommodate truck turning movements and emergency vehicle access according to the circulation plan. Access. Access to Lot 1 will be from two driveways on 222nd Street. All driveway accesses to public streets meet Zoning Ordinance requirements for location, setback and width. Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property other than semi-truck trailers used in the process of delivery and pick up of goods. Landscaping/Screening. The landscape plan for Lot 1 of the preliminary plat proposes 65 trees specified in the table below: Landscape Materials 19 Deciduous trees (2.5 inch min. caliper) 37 Conifer trees (8 foot minimum height) 9 Ornamental trees Various Shrubs and perennials All plant materials shall be set back at least 3 feet from all property lines, including street right-of-way lines. All landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with the Zoning Ordinance. All areas not 6 planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. An $82,950 security shall be submitted with final plat approval to guarantee installation of the approved landscaping on Lot 1. Signage. No detailed sign plans have been submitted. A 100 square foot freestanding sign is permitted with a maximum height of 10 feet. A 100 square foot wall sign is permitted per building tenant. The endcap space fronting Cedar Avenue and 222nd Street is allowed two wall signs. A sign permit must be issued by the Planning Department prior to the installation of any signs. Site Lighting. An exterior lighting plan has been submitted. The parking lot and exterior building lighting should match the exterior lighting installed with the Launch Park First Addition south of 222nd Street. The freestanding lights and the wall pack fixtures are required to be cut-off type fixtures that will not glare onto public road right-of-way or skyward. Planning Department staff will review the final lighting plan upon submittal of the building permit plans and site plan review. Trash and Recycling Enclosure. All outdoor trash and recycling containers are proposed to be stored inside the building. Any trash/recycling enclosure must be within a screened structure a minimum of 6 feet in height and must be constructed of materials that match the architecture of the principal building. Snow Storage. Snow storage may not take place in required parking spaces. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary and final plat at their April 15, 2020 meeting. The Plat Commission approved the preliminary and final plat at that meeting. A copy of the April 16, 2020 letter from the Plat Commission is attached as Exhibit O. RECOMMENDATION Planning Department staff recommends approval of the Launch Park Second Addition preliminary plat and final plat subject to the following stipulations: 1. Implementation of the recommendations listed in the April 29, 2020 engineering report. 2. The site and building exterior shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 3. An $82,950 security shall be submitted to guarantee installation and completion of the approved landscaping for Lot 1, Block 1 and for the storm water and infiltration basins and drainage ways at the time of final plat approval. All landscaped areas within and 7 adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 4. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 5. Snow storage shall not take place in required parking spaces. If there is not adequate space to store snow on site, snow must be hauled from the site. 6. Site lighting shall not exceed one foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. 7. The developer shall sign a private maintenance agreement for the stormwater basins prior to City Council consideration of the final plat. 8. The developer shall verify with the Federal Aviation Administration (FAA) prior to commencing building construction to determine if a permit is required for any crane of similar construction equipment on the property. 456723 456770 CEDAR AVEGRENADA AVE220TH ST W 218TH ST W 215TH ST W 222ND ST W LAUNCH PARK SECOND ADDITION ¯ I-2 I-2 I-2 I-2 I-2 P/OS EXHIBIT A LAUNCH PARK SECOND ADDITION Property Information April 20, 2020 0 875 1,750437.5 ft 0 270 540135 m 1:9,600 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. EXHIBIT B 44 TRAILER SPACES44 TRAILER SPACES10 DOCK DOORS10 DOCK DOORSBUILDING 3226,800 SFBUILDING 2550,000 SFBUILDING 4248,300 SFBUILDING 5245,700 SF1100.0'260.0'BUILDING 1286,000 SFFUTURE C O UNTY RD 70 R O W 222ND STREET R.O.W.RIGHT OF WAYBUILDING 678,750 SFBUILDING 7157,500 SFBUILDING 8200,200 SFBUILDING 9149,100 SFRIGHT-INRIGHT-OUTEXISTING GAS EASEMENTEXISTING GAS EASEMENTCEDAR AVE.POTENTIALWETLANDMITIGATIONAREACEDAR AVE. 185.0' 489.0'1125.0'1080.0'210.0'955.0'260.0'1170.0'210.0'375.0'210.0'750.0'210.0'710.0'210.0'770.0'260.0'PUBLIC R.O.W.220TH STREET R.O.W.100' SHORELAND OVERLAY100' SHORELAND OVERLAYEXISTING TROUT STREAMLEGENDPROPERTY LINEPROPOSED STORMWATER MANAGEMENTEXISTING WETLAND 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©PRELIMINARY - NOT FOR CONSTRUCTIONLAKEVILLE, MNNORTHScenario 1DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE: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.EX-1BUILDING SUMMARYBUILDING AREABUILDING 1 (NOT PART OFAUAR STUDY AREA)286,000 SFBUILDING 2550,000 SFBUILDING 3226,800 SFBUILDING 4248,300 SFBUILDING 5245,700 SFBUILDING 678,750 SFBUILDING 7157,500 SFBUILDING 8200,200 SFBUILDING 9149,100 SFOUTLOTS / ROW--TOTAL AUAR BUILDING AREA(EXCLUDES BUILDING 1)1,856,350 SFAUAR STUDY AREAAUAR STUDY AREAEXHIBIT C EXHIBIT D PROPOSED 150,000 SF WAREHOUSE CEDAR AVENUE (C.S.A.H. NO. 23)*SEE DETAIL SHEET FOR OUTLET CONTROL STRUCTURE DETAIL PROPOSED 150,000SF WAREHOUSE 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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\Exhibits\Building 3\Preliminary Plat.dwg April 23, 2020 - 5:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FORPRELIMINARYPLATEX-1150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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. WURDEMAN04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWNORTH PROPERTY LINE LEGENDEXISTING LEGAL DESCRIPTION THE SOUTHWEST QUARTER (SW 1 4) OF SECTION 34, TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTA, EXCEPT THE NORTH 1625.38 FEET OF THE WEST 1320 FEET THEREOF. ABSTRACT PROPERTY. OWNER/SUBDIVIDER: HAT TRICK INVESTMENTS LLC 800 LASALLE AVENUE, SUITE 1610 MINNEAPOLIS, MN 55402 (612) 564-4070 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 ERIC ROESER TELEPHONE (612) 466-3300 PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 LAUNCH PARK SECOND ADDITION PROPERTY SUMMARY ACRES LOT 1 15.84 AC EXISTING PROPERTY ZONING I-2 GENERAL INDUSTRIAL DISTRICT PROPOSED PROPERTY ZONING I-2 GENERAL INDUSTRIAL DISTRICT OUTLOT A 3.95 AC OUTLOT B 33.32 AC RIGHT-OF-WAY 1.52 AC EXISTING CONTOUR CSAH 23 (CEDAR AVE)225TH ST WEST KEY MAP SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER CO SANITARY CLEANOUTCO EXISTING PROPOSED EXHIBIT E EXHIBIT F so \1 /--t-NORTHWEST CORNER OF SECTION 3, 1 TOWNSHIP 113 N, RANGE 20 W ,' OAKO TA COUNTY. MN ,' (FOUND NAIL & WASHER) -,, I ,, ,.,, I �--WEST QUARTER CORNER OF SECTION 3, / TOWNSHIP 113 N, RANGE 20 W DAKOTA COUNTY. MN (FOUND NAIL &: WASHER) LAUNCH PARK SECOND ADDITION •FOUND 1/2-INCH IRON PIP£ MONUMENT WITH CAP MARKED "L.S. 44123" SET 5/8-INCH X 18-INCH REBAR WITH CAP MARKED "L.S. 53536" --•--DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER TH£ DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE NORTH LINE OF THE NORTHWEST--, QUARTER OF SECTION 3 ',,S89"56'28"£ 2625.13 I 0 100 I /1, t II\ J/"\J I LnUI v.__,(l 200 300 SCALE IN FEET r-) A C>I/ :-,d\f\ I The orientation of this bearing system is based on the north line of 222nd Street West as dedicated on the plat of LAUNCH PARK FIRST ADDITION which bears S86"21'14"W. I \ A n n /Tl n � I ,,uul I /VI V SECTION 3, T 113 N, R 20 W SITE VICINITY MAP NO SCALE NORTH QUARTER CORNER OF SECTION 3,-, TOWNSHIP 113 N, RANGE 20 W ', DAKOTA COUNTY, MN \ {FOUND DAKOTA COUNTY CAST IRON MONUMENT) \ 7 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: --7-7 I I 10.00 --' I I I 10.00----1 I I I I I I I BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES, UNLESS OTHERWISE INDICATED. Egan, Field f, Nowak, Inc. land surveyors since 1872 SHEET 2 OF 2 SHEETS DDD D STRM-201 RE:943.38 IE:938.07 W IE:938.07 NE STRM-606 RE:942.64 IE:937.97 SE IE:937.97 N STRM-202 RE:942.00 IE:938.75 N IE:938.75 ESTRM-607 RE:941.70 IE:938.45 NE IE:938.45 NW STRM-301 RE:941.48 IE:938.35 W IE:938.35 ESTRM-604 RE:941.54 IE:937.34 S IE:937.34 E IE:937.34 N FES-100 IE:940.00 E FES-101 IE:940.00 W FES-102 IE:940.00 E FES-103 IE:940.00 W FES-200 IE:937.94 SW FES-300 IE:937.75 W STRM-603 RE:941.03 IE:936.11 S IE:935.43 NE STRM-401 RE:937.94 IE:935.21 S IE:935.21 E STRM-501 RE:937.94 IE:935.21 S IE:935.21 NW STRM-400 IE:935.00 W FES-600 IE:935.00 SW OCS-701 RE:937.47 IE:932.50 S IE:932.50 N FES-702 IE:932.00 S 210 LF - 15" SD @ 0.32% 21 LF - 15" SD @ 2.81% 44 LF - 24" SD @ 1.14% 124 LF - 15" SD @ 0.51% 241 LF - 15" SD @ 0.51% 40 LF - 15" SD @ 0.32% 115 LF - 15" SD @ 0.20% 198 LF - 15" RCP @ 0.11% 16 LF - 24" SD @ 21.62% 51 LF - 15" RCP @ 0.00% 60 LF - 15" RCP @ 0.00%3.97%1.04%1.64%2.02%1.82%3.83%1.50% 1.57% 2.86% 1.28%2.84%1. 8 7 %1.18%1.21%1.23%1.21%1.17%1.07%1.13%1.27%1.58%1.45%1.62%2.37%1.33%2.38%1.56%2.19%3.50%2.79%8.16%1.33%1.60%1.40%1.60%5.52%4:1 4:1 6:1 4:1 4:1 4:1 3:1 3:1 3:13:13:1 3:1 3 :13:17:1935 936 937 938 935936937938935940936937938939941945 944 946 94 5 946 935 936 937 938 940 941 942 943 940 941 942 943 940938939941942935936937942 942 943 943 943 943943 943 943 943 942 94394194 2 943 94093 9 939 939 939 939 939 938 938 CONCRETE VALLEY GUTTER MAINTAIN 0.5% SLOPE RIP-RAP AT OUTLET 1.79%ME:946.34 ME:946.89 ME:946.47 ME:946.12 ME:935.77 ME:943.19 ME:942.64 ME:942.67 EOF:942.95 ME:937.63 ME:935.89 ME:935.67 939.53 939.53 938.10 937.98 937.98 938.10 944.00 944.00 944.00 944.00 944.00 944.00 940.00 940.00 940.00 944.00 944.00 944.00 G:944.50 G:945.04 G:943.65 G:943.77 G:942.86 G:942.89 G:942.04 G:942.38 T/G:943.90 T/G:943.90 T/G:943.90 T/G:943.90 T/G:943.90 T/G:943.90 G:943.29 G:943.40 G:943.40 G:943.40 G:943.40 G:943.40 G:943.40 G:942.39 G:943.00 G:943.00 G:943.00 G:942.17 G:940.13 G:939.72 G:939.84 G:939.29 G:938.72 G:939.29 G:938.66 G:938.72G:939.62 G:940.96 G:940.77 G:941.56 G:943.00 G:943.00 G:942.40 939.44 GRASS SWALE. MAINTAIN 0.75% SLOPE PROPOSED 150,000 SF WAREHOUSE FFE: 944.00 DOCK FFE: 940.00 222ND STREETCEDAR AVE94394 2 941 9 4 0 939 938 93 7 9 3 6 93 5 93 4 9 3 5 936 9 3 8 93 9 941 940 941 942942943 942 941 940 939 938 93 7 9 3 4 933 933 940 941 942 943 940 945 941 942 943 944 946 947 940 941 942 940 945 941 942 943 944 G:944.14 G:944.51 G:943.62G:943.46 ME:942.35 94 LF - 15" SD @ 0.51% 943.62 943.62 943.58 943.58 G:942.70 G:942.51 938.64 938.60 938.76 G:938.25 103 LF - 15" SD @ 0.20% STRM-602 RE:938.09 IE:935.36 NW 43 LF - 12" SD @ 0.35% STRM-601 WYE IE:935.21 SW IE:935.21 SE IE:935.21 NE ME:940.14 ME:942.64 ME:942.62 ME:943.08 ME:943.38 43 LF - 12" SD @ 2.00% STRM-605 IE:938.21 W STRM-302 IE:939.56 E 60 LF - 12" SD @ 2.00%935935936936937FES-500 IE:935.00 SE 78 LF - 15" RCP @ 0.27% FILTRATION BASIN BASIN BOTTOM: 935.00 10-YR HWL: 936.62 100-YR HWL: 937.68 FILTRATION/PERFORATED PIPE IE: 932.50 FILTRATION VOLUME: 63,037 CF FOREBAY 2 BASIN BOTTOM: 935.00 ROCK WEEPER ELEV: 937.00 FOREBAY 1 BASIN BOTTOM: 935.00 ROCK WEEPER ELEV: 937.00 ROCK WEEPER ROCK WEEPER CO CO CO CO CO CO CO CO CO CO FES-700 IE:936.00 N 6" DRAINTILE (TYP.) CLEANOUT (TYP.) 6" DRAINTILE (TYP.) CLEANOUT (TYP.) EXIS TI N G 8" G A S PI P E LI N E 935 938 935 10' D&U EASEMENT 10' D&U EASEMENT G:943.79 943.58 943.58 84 LF - 15" SD @ 0.51% STRM-608 IE:938.88 SW 72 LF - 15" SD @ 0.32% STRM-203 IE:938.98 S 150 LF - 15" SD @ 0.27% 147 LF - 15" SD @ 0.11% STRM-402 IE:935.37 N STRM-502 IE:935.62 N EOF:942.62 EOF:938.50 ME:941.86 ME:946.54 ME:946.44 ME:934.59 ME:942.33 ME:942.18ME:941.92 945 944943 946942STRM-104 RE:937.98 IE:935.60 E 179 LF - 24" RCP @ 0.56% FES-105 RE:936.92 IE:934.59 W CO CO CO CO CO CO CO CO CO CO 945944943 946942 D 3:13:1 3:16:1 5 : 1 5 : 1 6:1935 935 932 932 933 933 934 934 932 932 933 933 931931932 932 933 7:1GRASS SWALE. MAINTAIN 0.1% SLOPE GRASS SWALE. MAINTAIN 0.1% SLOPE RIP-RAP AT OUTLET ME:935.89 ME:935.67 ME:934.38 ME:933.69 ME:930.86 931.15 93 5 9 3 4 9 3 4 9 3 5 936 9 3 4 934 935 935935 934 9349 3 5 9349339329319319329 3 3 933 933 CO CO CLEANOUT (TYP.)935 938 935 10' D&U EASEMENT EOF:938.50 ROCK DITCH CHECK. (TYP.)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C5-GRADING PLAN.dwg April 23, 2020 - 5:38pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FORGRADING PLANC500150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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.04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWGRADING 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-3034 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 939.56 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 ELEVATION100.00LEGEND 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 SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D EXISTING WETLAND NORTH KEY MAP (SCALE: 1" = 300') 222ND STREETCEDAR AVENUESWALE OUTLET INSERT (THIS PAGE) DEVELOPMENT INSERT (THIS PAGE) NORTH DEVELOPMENT INSERT SWALE OUTLET INSERT PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) 1 1 1 BENCHMARKS: 1. MNDOT CONCRETE MONUMENT, NGS NAME "ZIMMER RM 2" LOCATED 2,650 FEET EAST FROM THE EAST LINE OF SITE ELEV. = 934.46 FEET (NAVD88) 2. SANITARY MANHOLE RIM LOCATED 25 FEET NORTH FROM THE NORTHWEST CORNER OF SITE ELEV. = 937.47 (NAVD88) 1 1 1 EXHIBIT G SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF411A 411B 252 SFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF411A 411B 252 SFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF93 5 9409349 3 6 93 7 938 939 9 4 1 9 4 2 943940 940 945 941 941 942 942 942 943 944 945 942 943944 946 945 94 3 94 4 946 940 940 945 941 941 942 942 943 943 944 946 9479429429439440.80%0.25%1.32%0.72%1.59%1.54%1.34%0.76%0.79% A A A A A A A A A B B B B B E C F F B G D D D D FUTURE BUILDING PAD EXISTING GAS EASEMENT EXISTING GAS EASEMENT SF SF 129 SFSFSF SF SF SF SF SF SF SFSFSF SFSFSFSFSFSF SF 129 SFSFSF SF SF SF SF SF SF SFSFSF SFSFSFSFSF93 5 9349349 3 6 1.59%0.97%A AG D A A B B 0.89%0.98%1.78%1.03%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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C3-EROS PH1 PLAN.dwg April 23, 2020 - 4:54pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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.04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWEROSION 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: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SF BIOROLL AT FLARED END SECTION INLET LEGEND KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE ROCK CHECK DAM SWPPP SIGN BIO-ROLL AT FLARED END SECTION INLET SEDIMENTATION BASIN A B C D E F G EROSION CONTROL BLANKET SOIL TYPE BOUNDARY DIVERSION DITCH 411A 411B 252 129 WAUKEGAN SILT LOAM, 0 TO 1 PERCENT SLOPES WAUKEGAN SILT LOAM, 1 TO 6 PERCENT SLOPES CYLINDER LOAM, 0 TO 2 PERCENT SLOPES MARSHAN SILTY CLAY LOAM THE SITE DISCHARGES TO A STREAM/WETLAND 0.31 MILES NORTH OF THE PROPOSED SITE THAT ULTIMATELY DISCHARGES INTO THE VERMILLION RIVER 2.16 MILES EAST OF THE SITE. VERMILLION RIVER IS CLASSIFIED AS AN IMPAIRED WATER WITHIN 1 MILE OF THE LIMITS OF THE DISTURBED AREAS EROSION CONTROL BLANKET ROCK CHECK DAM NORTH KEY MAP (SCALE: 1" = 300') 222ND STREETCEDAR AVENUESWALE OUTLET INSERT (THIS PAGE) DEVELOPMENT INSERT (THIS PAGE) NORTH DEVELOPMENT INSERT SWALE OUTLET INSERT EXHIBIT H 93 5 940 933 9 3 4 93 6 937 938 939 941 942 940 940 94 0 945 9 3 8 939941 941 941 942 942 942 943 943 943944 946947 946SFSF SF SF SF SF SF SFSF SF SF SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF 945 946 94 5 946 940 938 939 94 1 94 2940936937938939941939 939 940941942 943 94 2 944 94 3 943 943 942943943942941939 939 939 939 93 9 938938 939 938 936937 936 935 935936937938938937936 934 933 932932 935937937935935944 943 943943935936938938936943 942 941 940 940941 942 942943943936937938939940937938939940941942932932 933 A A A A A A A A A B B B B B D C E F F PROPOSED DRAINAGE & UTILITY EASEMENT EXISTING CUL-DE-SAC EASEMENT EXISTING GAS EASEMENT E F E E EXISTING GAS EASEMENT F F E E F F 2.64%2.77%2.05%3.56%2.55%7.73% 2 .80% 2 . 8 8% 3 . 7 6% 2.13% 1 . 1 9%1.23%1.43%1.62%1.58% 2. 5 9% 1.48% 2.40% 14. 3 4 % 33.28% 33.33%33.23%33.33%33.20%17.07%24.86%17.65%1.30%1.00%946 945 944 943942933 9 3 4SFSF935936937938938937936 934 933 932932 934 933 932 932 933 934 935 935 933932932933 932932 933 934 A A A B A AA A F F 17.07%24.86%17.65% 1 9 .61%20.20% 2 0 . 4 4%21.97%20.16%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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C3-EROS PH2 PLAN.dwg April 23, 2020 - 4:55pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20BMWPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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.04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWEROSION 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 PRIOR TO PIPE CONNECTIONS. 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.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SF BIOROLL LEGEND KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP SIGN INLET PROTECTION BIO-ROLL AT FLARED END SECTION INLET A B C D E F EROSION CONTROL BLANKET THE SITE DISCHARGES TO A STREAM/WETLAND 0.31 MILES NORTH OF THE PROPOSED SITE THAT ULTIMATELY DISCHARGES INTO THE VERMILLION RIVER 2.16 MILES EAST OF THE SITE. VERMILLION RIVER IS CLASSIFIED AS AN IMPAIRED WATER WITHIN 1 MILE OF THE LIMITS OF THE DISTURBED AREAS TEMPORARY SEEDING NORTH KEY MAP (SCALE: 1" = 300') 222ND STREETCEDAR AVENUESWALE OUTLET INSERT (THIS PAGE) DEVELOPMENT INSERT (THIS PAGE) NORTH DEVELOPMENT INSERT SWALE OUTLET INSERT 1 1 SS-3 RE:943.02 IE:934.65 W IE:937.02 N IE:934.55 E SS-2 RE:943.26 IE:937.40 N IE:936.10 W IE:936.00 E SS-4 RE:941.30 IE:933.07 W IE:932.97 E SS-1 IE:938.00 S SS-5 RE:941.70 IE:931.92 W IE:931.92 N IE:931.82 S SS-6 RE:946.64 IE:931.14 N IE:929.60 W IE:929.60 S IE:929.50 E SS-7 IE:932.07 S L A B C C C C C M D D D C C C E E H G H H H H H H I I I I I J K SS-9 RE:943.48 IE:937.40 N IE:937.40 E SS-8 IE:938.00 S SS-10 IE:938.00 S G D D PROPOSED DRAINAGE & UTILITY EASEMENT EXISTING CUL-DE-SAC EASEMENT EXISTING GAS EASEMENT EXISTING GAS EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT 168 LF - 8" PVC @ 0.40% 10 LF - 8" PVC @ 1.50% 264 LF - 8" PVC @ 0.40% 242 LF - 8" PVC @ 0.40% 128 LF - 8" PVC @ 0.40% 49 LF - 8" PVC @ 2.00% 339 LF - 8" PVC @ 0.40% 30 LF - 8" PVC @ 2.00% 325 LF - 8" PVC @ 0.40% 30 LF - 8" PVC @ 2.00% SS-3A RE:941.66 IE:934.04 W IE:934.04 E 25 LF - 8" PVC @ 1.00% SS-15 IE:929.85 N 10' DRAINAGE AND UTILITY EASEMENT 10' DRAINAGE AND UTILITY EASEMENT 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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C6-UTILITY PLAN.dwg April 23, 2020 - 4:57pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FORUTILITY PLANC600150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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.04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWUTILITY 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-3034 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. KEYNOTE LEGEND CORE DRILL AND CONNECT TO EXISTING STRUCTURE WETTAP EXISTING WATERMAIN WITH TAPPING SLEEVE AND VALVE 10" WATER MAIN 6" WATER MAIN SANITARY SEWER SERVICE 11.5 DEGREE BEND - DIP 45 DEGREE BEND - DIP TEE - DIP FIRE HYDRANT INSTALLED SALVAGED FIRE HYDRANT 10" WATERMAIN STUB CONNECT TO EXISTING WATERMAIN. COORDINATE REQUIRED SHUTOFF WITH CITY 8" WATER SERVICE A B C D E F G H I J K L M 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 I PROPOSED 150,000 SF WAREHOUSE A 35.0' 30.0' 30.0' 30.0' 720.0'210.0'12.0'50.0'24.0'9.0'24.0'20.0'8.0'44.0'140.0'31 33 74 23 20.0'PROPOSED DRAINAGE & UTILITY EASEMENT EXISTING CUL-DE-SAC EASEMENT EXISTING GAS EASEMENT EXISTING GAS EASEMENT A A A A A A A C C C D F F F G G G G H H G H G I I I I I I I I I J J K K K K K K K L L N O O O O R25.0 R55.0 R200.0 R10.0 R15.0 R20.0 R40.0 R40.0 R40.0 R40.0 R40.020.0'20.0'R20.0 R50.0 R40.0 R40.0 B Q Q Q P P B EXISTING ACCESS EASEMENT DRAINAGE & UTILITY EASEMENTC.S.A.H. NO. 23 (CEDAR AVENUE)10' DRAINAGE AND UTILITY EASEMENT 10' DRAINAGE AND UTILITY EASEMENT 24.0'PREPARED FORSITE PLANC400150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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.04/24/202053133DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNACLACLBMWBUILDING / PARKING DATA SUMMARY AREAS PROPOSED PROPERTY 15.9 AC BUILDING AREA 149,623 SF (22% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 149 SPACES @ 1/1,000 SF PROPOSED PARKING 162 SPACES @ 1.13 RATIO ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY 150,000 SF OFFICE / WAREHOUSE BUILDING TOTAL PROPERTY AREA 15.9 AC PROPOSED IMPERVIOUS AREA 8.1 AC PROPOSED PERVIOUS AREA 7.8 AC TOTAL DISTURBED AREA 16.8 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT 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.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C4-SITE PLAN.dwg April 23, 2020 - 4:56pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMW 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 EGAN, FIELD, & NOWAK. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.9 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 20' IN LENGTH UNLESS OTHERWISE INDICATED. KEYNOTE LEGEND B612 CURB & GUTTER HEAVY DUTY CONCRETE VALLEY GUTTER 9' X 20' STALL WITH 4" WHITE PARKING STALL STRIPING 12' X 50' TRAILER STALL WITH 4" WHITE PARKING STRIPING PROOF OF PARKING (31 STALLS) ACCESSIBLE PARKING SPACE, 9' WIDE WITH 9' ACCESS AISLE ACCESSIBLE SIGN ACCESSIBLE RAMP PROPOSED CONCRETE SIDEWALK. 4" THICK CONCRETE PEDESTRIAN HAND RAIL 6" DIAMETER BOLLARD, SCHEDULE 40 SHELL BOLLARD STOP SIGN AND PAINTED STOP BAR "NO TRUCK EXIT" SIGN TRASH ENCLOSURE (SEE ARCH. PLANS) LANDSCAPE AREA STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT COMMERCIAL DRIVEWAY ENTRANCE A B C D E F G H I J K L N M O P Q R PROPOSED HEAVY DUTY CONCRETE PAVEMENT NORTH 1 EXHIBIT J PROPOSED 150,000 SF WAREHOUSE Steering Angle Lock to Lock Time Articulating Angle WB-67 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 45.50 15.00 53.00 : : : 6.0 28.4 75.0 222ND STREET WESTCEDAR AVENUESteering Angle Lock to Lock Time Articulating Angle WB-67 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 45.50 15.00 53.00 : : : 6.0 28.4 75.0 PREPARED FORTRUCK MOVEMENTEXHIBITEX-1150,000 SFWAREHOUSELAUNCHPROPERTIESLAKEVILLEMINNESOTADATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/29/2020AS SHOWNACLACLBMWVEHICLE PROFILE 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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\Edit Files\2020-0429 Building 3 Truck Turning Movements.dwg April 29, 2020 - 8:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMW EXHIBIT K LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) MATCHLINE/ PAGE LINE (TYP.) SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH SAVANNA GRASS MIX BY PRAIRIE RESTORATIONS, INC. (TYP.) 33-261 22-112 A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) SPADED EDGE (TYP.) EXISTING STORMWATER AREA GROUNDCOVER TO REMAIN (TYP.) A B C D E F SAV G PROPOSED 150,000 SF WAREHOUSE 2 - RVB 5 - SWO 2 - WSB 2 - WSB 4 - SWO 3 - RVB 1 - PSG 1 - PSG 3 - BHS 5 - WHP 3 - ERC 1 - BHS DDDD 33-261 D DDD D D D D D SAV SAV SAV SAV SAV SAV SAV SAV SAV 33-261 33-261 G G 1 L101 WEST LANDSCAPE ENLARGEMENT 1 L102 EAST LANDSCAPE ENLARGEMENT 1 - PSG 1 - PSG 4 - PRE 1 - COF 1 - COF D D 2 - WHP 2 - WHP 5 - WHP 2 - FIR 5 - SCP 3 - FIR 3 - NWS 3 - WHC LANDSCAPE ENLARGEMENT L101 SAV CONIFEROUS TREE BOTANICAL NAME COMMON NAME BHS PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE ERC JUNIPERUS VIRGINIANA EASTERN RED CEDAR FIR ABIES CONCOLOR WHITE FIR NWS PICEA ABIES NORWAY SPRUCE SCP PINUS SYLVESTRIS SCOTCH PINE WHC THUJA OCCIDENTALIS `WHITE CEDAR` WHITE CEDAR WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE BOTANICAL NAME COMMON NAME RVB BETULA NIGRA RIVER BIRCH MULTI-TRUNK WSB BETULA POPULIFOLIA `WHITESPIRE`WHITESPIRE BIRCH CLUMP OVERSTORY TREE BOTANICAL NAME COMMON NAME COF GYMNOCLADUS DIOICA `UMNSYNERGY` TM TRUE NORTH KENTUCKY COFFEETREE PRE ULMUS AMERICANA `PRINCETON`PRINCETON ELM PSG GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO SWO QUERCUS BICOLOR SWAMP WHITE OAK PLANT KEY NOTE: SEE SHEET L200 FOR LANDSCAPE SCHEDULE. ROOF OVERHANG REQUIRED LANDSCAPE: DECORATIVE MULCH AND OR FOUNDATION PLANTINGS ROOF OVERHANG PROVIDED LANDSCAPE: DECORATIVE MULCH AND OR FOUNDATION PLANTINGS OFF STREET PARKING AREAS PERIMETER TREATMENT REQUIRED: CONTINUOUS OPAQUE BARRIER MAXIMUM 36" HEIGHT, PLANTINGS, HEDGES, FENCES, WALLS, EARTH BERMS OR ANY COMBINATION PERIMETER TREATMENT REQUIRED: MAXIMUM 36" PLANTINGS, HEDGES PERIMETER TREES REQUIRED: 17 DECIDUOUS TREES*= 678 L.F./40 PERIMETER TREES PROVIDED: 18 DECIDUOUS/CONIFEROUS TREES *CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING -LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS INTERIOR LANDSCAPE AREA REQUIRED: 3,391 SF* = (67,814 SF OFF STREET PARKING AREA/ 100)*5 INTERIOR LANDSCAPE AREA PROVIDED: 5,717 SF *MINIMUM DIMENSION OF LANDSCAPE AREA 9' IN ANY DIRECTION MEASURED FROM THE BACK OF CURB. MINIMUM LANDSCAPE AREA IS 160 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\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\L1-LANDSCAPE PLAN.dwg April 29, 2020 - 12:48pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FOROVERALLLANDSCAPE PLANL100150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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, PLA04/24/202053828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNRAHRAHRAHNORTH EXTENSION SCALE: 1"=60'L1001 MATCHLINE - SEE THIS PLAN SHEET (EXTENSION) MATCHLINE - SEE THIS PLAN SHEET (LEFT) EXHIBIT L 19 - GLS 3 - SGJ 34 - ALM 12 - SDO 3 - MTL 3 - DIA 5 - SRV 3 - DIA 3 - SGJ 3 - MTL 12 - PWW 8 - KFG 5 - DIA 3 - SRV 2 - SGJ 3 - MTL 3 - SRV 2 - SGJ 3 - MTL D5 - DIA 8 - KFG 12 - PWW 42 - ALM 13 - RGD 9 - KRG 6 - RGD 7 - KRG 11 - GOJ 8 - SHD 10 - GOJ 8 - SHD 10 - GOJ 14 - GOJ 8 - SHD 7 - KRG 25 - SDO 11 - RGD 25 - SDO C A D E D D D D D D D D D E E E E E E B C A C A C A C A C A F B LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) MATCHLINE/ PAGE LINE (TYP.) SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH SAVANNA GRASS MIX BY PRAIRIE RESTORATIONS, INC. (TYP.) 33-261 22-112 A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) SPADED EDGE (TYP.) EXISTING STORMWATER AREA GROUNDCOVER TO REMAIN (TYP.) A B C D E F SAV G CONIFEROUS SHRUBS BOTANICAL NAME COMMON NAME GOJ JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME DIA PHYSOCARPUS OPULIFOLIUS `MONLO` TM DIABLO PURPLE NINEBARK GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC RGD CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD SRV AMELANCHIER ALNIFOLIA `OBELISK`STANDING OVATION SERVICEBERRY PERENNIALS BOTANICAL NAME COMMON NAME ALM ALLIUM TANGUTICUM `SUMMER BEAUTY`SUMMER BEAUTY ALLIUM KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS KRG CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS MTL PANICUM VIRGATUM `HEAVY METAL`HEAVY METAL SWITCH GRASS PWW ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER SDO HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY SHD PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS PLANT KEY PLANT KEY NOTE: SEE SHEET L200 FOR LANDSCAPE SCHEDULE.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\L1-LANDSCAPE PLAN.DWG April 29, 2020 - 12:48pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20 BMWPREPARED FORWESTLANDSCAPEENLARGEMENTL101150,000 SF OFFICE/ WAREHOUSEBUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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, PLA04/24/202053828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNRAHRAHRAHWEST LANDSCAPE ENLARGEMENT SCALE: 1"=20'L1011 NORTH MATCHLINE - SEE SHEET ####MATCHLINE - SEE SHEET L102 12 - PWW 8 - KFG 2 - DIA 3 - MTL 2 - SGJ 2 - SRV 3 - MTL 2 - SGJ 3 - SRV 3 - MTL 2 - SGJ 2 - SRV 5 - DIA 8 - KFG 12 - PWW 17 - GLS 3 - SGJ 34 - ALM 12 - SDO 3 - MTL 3 - DIA 5 - SRV 3 - DIA 5 - SGJ 3 - MTL 25 - SDO 7 - KRG 12 - RGD 13 - GOJ 10 - GOJ 8 - SHD 8 - SHD 8 - SHD 9 - GOJ 10 - GOJ 8 - GOJ 7 - KRG 8 - SHD 18 - RGD 25 - SDO D D D D D D D D D D E E EE E E E E E B C A C A C A C A C A C A C A F B F B LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) MATCHLINE/ PAGE LINE (TYP.) SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH SAVANNA GRASS MIX BY PRAIRIE RESTORATIONS, INC. (TYP.) 33-261 22-112 A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) SPADED EDGE (TYP.) EXISTING STORMWATER AREA GROUNDCOVER TO REMAIN (TYP.) A B C D E F SAV G CONIFEROUS SHRUBS BOTANICAL NAME COMMON NAME GOJ JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME DIA PHYSOCARPUS OPULIFOLIUS `MONLO` TM DIABLO PURPLE NINEBARK GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC RGD CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD SRV AMELANCHIER ALNIFOLIA `OBELISK`STANDING OVATION SERVICEBERRY PERENNIALS BOTANICAL NAME COMMON NAME ALM ALLIUM TANGUTICUM `SUMMER BEAUTY`SUMMER BEAUTY ALLIUM KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS KRG CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS MTL PANICUM VIRGATUM `HEAVY METAL`HEAVY METAL SWITCH GRASS PWW ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER SDO HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY SHD PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS PLANT KEY NOTE: SEE SHEET L200 FOR LANDSCAPE SCHEDULE.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\L1-LANDSCAPE PLAN.DWG April 29, 2020 - 12:49pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20BMWPREPARED FOREASTLANDSCAPEENLARGEMENTL102150,000 SF OFFICE/ WAREHOUSEBUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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, PLA04/24/202053828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNRAHRAHRAHEAST LANDSCAPE ENLARGEMENT SCALE: 1"=20'L1021 NORTHMATCHLINE - SEE SHEET L101 CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BHS 4 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT. ERC 3 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 8` HT. FIR 5 ABIES CONCOLOR WHITE FIR B & B 8` HT NWS 3 PICEA ABIES NORWAY SPRUCE B & B 8` HT. SCP 5 PINUS SYLVESTRIS SCOTCH PINE B & B 8` HT. WHC 3 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 8` HT. WHP 14 PINUS STROBUS WHITE PINE B & B 8` HT ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE RVB 5 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. WSB 4 BETULA POPULIFOLIA `WHITESPIRE`WHITESPIRE BIRCH CLUMP B & B 6` HT. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE COF 2 GYMNOCLADUS DIOICA `UMNSYNERGY` TM TRUE NORTH KENTUCKY COFFEETREE B & B 2.5" CAL. PRE 4 ULMUS AMERICANA `PRINCETON`PRINCETON ELM B & B 2.5" CAL. PSG 4 GINKGO BILOBA `PRINCETON SENTRY`PRINCETON SENTRY GINKGO B & B 2.5" CAL. SWO 9 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 95 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.3` O.C. SGJ 24 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DIA 29 PHYSOCARPUS OPULIFOLIUS `MONLO` TM DIABLO PURPLE NINEBARK #5 CONT.5` O.C. GLS 36 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. RGD 60 CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD #5 CONT.4` O.C. SRV 23 AMELANCHIER ALNIFOLIA `OBELISK`STANDING OVATION SERVICEBERRY #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING ALM 110 ALLIUM TANGUTICUM `SUMMER BEAUTY`SUMMER BEAUTY ALLIUM #1 CONT.8` O.C.8" o.c. KFG 32 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC 30" o.c. KRG 63 CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS #1 CONT 18" O.C.18" o.c. MTL 27 PANICUM VIRGATUM `HEAVY METAL`HEAVY METAL SWITCH GRASS #1 CONT.36" O.C.36" o.c. PWW 48 ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER #1 CONT 24" OC 24" o.c. SDO 99 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C.18" o.c. SHD 56 PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS #1 CONT.24" O.C.24" o.c. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\L1-LANDSCAPE DETAILS.dwg April 29, 2020 - 12:54pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1CITY RESUBMITTAL04/24/20BMWPREPARED FORLANDSCAPESCHEDULEL200150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNDATE: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, PLA04/24/202053828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073403304/24/2020AS SHOWNRAHRAHRAH # Date CommentsChecked By:Scale:RevisionsPage M of 1Date:3/11/2020Drawn By: Dan BudkeLaunch # 3 WarehouseExteriorLuminaire ScheduleSymbolQtyLabelArrangementCalculation SummaryLabelCalcTypeUnitsLLFDescriptionLum. LumensAvgMaxMinAvg/MinMax/MinGround_Planar4WP3SINGLEIlluminancFc1.327.90.0N.A.N.A.0.910PRV-XL-C175-D-UNV-T3-BZ-WM4861010WP4SINGLE0.910PRV-XL-C175-D-UNV-T4-BZ-WM485693AASINGLE0.910PRV-XL-C175-D-UNV-T4-BZ48569222nd STREETDAR AVENUENEW 150,000 S.F. BUILDINGUTILITY EASEMENTUTILITY EASEMENT30' - 0"21' - 9 11/16"720' - 1"7' - 11 11/16"50' - 0"210' - 1"MH: 33AAAAMH: 33MH: 33AAWP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP4MH: 28WP3MH: 28WP3MH: 28MH: 28WP3WP3MH: 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0.1 0.1 0.00.1 0.2 0.2 0.20.30.30.40.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.21.00.31.00.9 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.10.21.00.41.0 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.41.01.30.31.1 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.50.91.40.91.2 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.31.41.40.4 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.1 1.21.01.31.01.5 1.5 1.5 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.91.30.10.90.7 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.30.80.20.80.1 0.1 0.10.1 0.2 0.2 0.3 0.3 0.4 0.4 0.40.21.02.41.0 1.0 1.0 1.0 0.9 0.9 0.9 1.0 0.90.81.00.21.1 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.80.91.11.2 1.1 1.1 1.0 0.9 0.9 0.9 0.8 0.9 0.90.41.11.21.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.0 1.01.41.00.60.90.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.51.20.61.20.7 0.7 0.8 0.9 0.9 1.0 1.0 1.1 1.1 1.10.30.50.70.90.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.40.10.60.10.9 1.2 1.5 1.8 2.1 2.3 2.5 2.6 2.7 2.5 2.40.50.01.40.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.10.10.11.60.10.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.10.11.81.2 1.4 1.6 1.9 2.1 2.3 2.5 2.6 2.6 2.42.22.01.01.4 1.2 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.22.22.51.01.3 1.1 1.0 1.0 0.9 1.0 1.1 1.3 1.6 1.91.02.40.92.7 2.7 2.5 2.3 2.1 1.9 1.6 1.3 1.1 1.01.92.10.20.70.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.10.20.20.10.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.90.10.51.01.4 1.4 1.4 1.3 1.2 1.2 1.0 0.9 0.80.20.61.50.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.00.10.71.41.9 1.7 1.6 1.4 1.2 1.0 1.0 0.9 0.9 1.01.11.22.01.6 1.7 1.8 1.9 2.0 1.9 1.9 1.8 1.6 1.5 1.21.11.01.41.7 1.8 2.0 2.0 2.0 2.0 1.9 1.7 1.6 1.42.01.12.00.9 0.9 1.0 1.0 1.2 1.4 1.6 1.7 1.9 2.01.31.21.71.61.3 1.4 1.4 1.5 1.6 1.7 1.7 1.7 1.71.51.71.61.6 1.5 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.71.01.71.31.5 1.6 1.6 1.7 1.7 1.7 1.7 1.6 1.6 1.51.41.31.61.3 1.4 1.6 1.7 1.7 1.8 1.8 1.8 1.8 1.7 1.61.41.01.61.0 1.0 0.8 0.8 0.9 0.9 0.9 1.0 1.00.91.00.81.0 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.21.00.41.5 1.4 1.3 1.1 0.9 1.1 1.1 1.0 1.0 0.91.00.61.20.3 0.2 0.1 0.1 0.1 0.10.2 0.3 0.4 0.5 0.70.71.51.32.4 2.6 2.7 2.7 2.6 2.4 2.2 2.0 1.82.01.51.71.7 2.0 2.2 2.3 2.5 2.6 2.6 2.6 2.4 2.3 2.01.62.32.4 2.4 2.3 2.1 1.9 1.6 1.5 1.4 1.5 1.62.22.11.52.5 2.6 2.6 2.5 2.4 2.2 2.0 1.7 1.5 1.5 1.51.91.30.10.10.2 0.3 0.4 0.6 0.8 1.0 1.2 1.31.81.50.21.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.31.21.41.31.31.6 1.7 1.9 2.2 2.3 2.5 2.5 2.5 2.4 2.20.11.70.11.1 1.3 1.3 1.3 1.2 1.1 0.8 0.6 0.4 0.31.62.00.81.01.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.81.10.71.10.8 0.7 0.7 0.6 0.6 0.5 0.3 0.3 0.2 0.1 0.10.81.01.21.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.11.11.00.21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.11.11.00.8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.10.11.00.71.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.01.00.41.00.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.30.80.40.80.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.70.10.31.21.01.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.21.21.21.21.2 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.8 0.9 0.91.21.30.11.2 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.31.21.30.71.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.21.30.90.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.90.90.90.60.9 0.9 1.0 1.0 1.0 1.1 1.0 1.0 1.1 1.1 1.00.90.41.20.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.10.20.60.30.60.5 0.6 0.7 0.7 0.7 0.7 0.5 0.5 0.5 0.60.80.21.40.20.6 0.4 0.3 0.2 0.2 0.3 0.4 0.6 0.81.01.21.21.9 2.0 2.0 1.9 1.4 1.2 1.1 0.8 0.6 0.40.11.10.20.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.10.80.20.20.4 0.6 0.8 1.1 1.2 1.4 1.9 2.0 2.0 1.9 1.40.10.20.30.00.0 0.00.0 0.0 0.0 0.0 0.0 0.10.00.10.00.2 0.3 0.4 0.5 0.7 0.9 0.9 0.9 0.9 0.7 0.50.11.20.3 0.4 0.6 0.8 1.0 1.2 1.4 1.9 2.0 2.00.01.40.11.0 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.01.80.20.00.1 0.1 0.0 0.0 0.0 0.00.0 0.1 0.10.10.10.10.3 0.5 0.7 1.1 1.6 2.2 2.9 3.1 3.6 3.9 3.90.13.90.8 0.7 0.7 0.8 1.0 1.4 2.0 3.0 4.1 4.40.13.92.93.8 4.4 4.1 2.9 2.0 1.4 0.9 0.6 0.4 0.3 0.23.83.10.5 0.6 0.7 1.1 1.6 2.2 2.9 3.1 3.6 3.93.63.60.72.9 2.2 1.5 1.0 0.7 0.4 0.3 0.2 0.1 0.10.23.92.90.12.2 1.5 1.1 0.7 0.6 0.5 0.5 0.6 0.8 1.10.52.20.63.1 3.6 3.9 3.9 3.6 3.1 2.9 2.2 1.5 1.03.11.60.20.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.00.10.00.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.10.10.10.40.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.30.00.10.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.20.10.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.10.10.10.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.30.10.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.30.20.30.10.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.30.40.10.2 0.3 0.4 0.5 0.7 0.9 0.9 0.9 0.90.10.50.10.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.70.92.00.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.40.20.70.00.9 0.9 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.10.50.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.40.00.50.10.50.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.10.50.10.30.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.10.10.10.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.20.00.13.50.11.0 1.0 1.2 1.5 1.8 2.2 2.6 3.0 3.51.13.81.23.1 2.6 2.2 1.8 1.5 1.2 1.0 1.0 1.0 1.0 1.23.82.13.10.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.11.01.72.22.6 3.0 3.5 3.8 3.8 3.5 3.1 2.6 2.2 1.9 1.51.40.10.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.11.50.10.00.1 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.5 2.01.00.10.80.12.6 3.1 3.5 3.7 3.7 3.4 3.0 2.5 2.1 1.70.11.00.00.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.11.91.31.40.11.9 2.2 2.6 2.9 3.2 3.3 3.0 2.7 2.31.31.71.01.2 1.0 1.0 0.9 1.0 1.2 1.4 1.7 2.0 2.3 2.72.00.10.00.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.11.60.13.30.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.80.10.01.0 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.13.00.11.90.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.11.43.33.0 2.7 2.3 2.0 1.7 1.4 1.2 1.0 1.0 1.01.21.21.61.7 2.0 2.3 2.6 2.9 3.2 3.2 2.9 2.6 2.23.31.00.31.23.3 3.3 3.9 3.9 3.0 2.1 1.5 1.1 0.73.30.43.90.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.1 0.00.52.22.62.2 3.0 3.8 4.0 3.3 3.3 3.3 3.4 3.93.33.00.01.6 1.2 1.0 0.8 0.9 0.9 1.2 1.6 2.2 3.0 3.83.92.14.4 4.1 3.0 2.0 1.4 1.0 0.8 0.7 0.7 0.80.01.44.03.04.1 4.4 3.8 4.0 4.0 3.8 4.4 4.1 2.90.11.10.21.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.13.80.13.90.3 0.4 0.7 1.0 1.4 2.0 3.0 4.1 4.4 3.80.00.13.11.62.1 1.6 1.3 1.0 0.9 0.9 1.0 1.2 1.63.12.63.43.4 3.4 3.3 3.3 3.4 3.3 3.0 2.6 1.9 1.5 1.12.00.93.4 3.3 3.3 3.4 3.4 3.1 2.7 2.1 1.6 1.22.60.90.41.0 1.2 1.6 2.1 2.7 3.1 3.4 3.4 3.3 3.3 3.41.13.30.2 0.3 0.4 0.5 0.7 1.0 1.5 2.1 3.0 3.90.73.30.13.3 3.4 3.9 3.9 3.0 2.2 1.6 1.2 1.0 0.9 0.93.90.11.40.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.00.10.10.10.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.60.10.25 fc1 fc0.5 fcEXHIBIT M FD1DCBAE234567891011121314151614X16 DRIVE-IN DOOR48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"720' - 0"50' - 0"50' - 0"50' - 0"60' - 0"210' - 0"ELECTRICAL, SPRINKLER RISER AND ROOF ACCESS ROOM480' - 0"240' - 0"9x10 DOCK DOOR -TYP.1A3-310'-0" x 590'-0" CONC DOLLY PADTENANT SEPARATION WALLFUTURE DOCK DOOR20' - 0"24' - 0"36' - 0"10' - 0"32' - 6"33' - 4"98' - 0"98' - 4"95' - 4 1/2"96' - 0"99' - 11 1/2"98' - 4"98' - 0"WAREHOUSE101WAREHOUSE102BUILDING EXPANSION JOINTScaleProject numberDateDrawn byChecked by21476 GRENADA AVENUELAKEVILLE, MN 55044PH: 952-469-2171FAX: 952-469-2173EMAIL: office@approdevelopment.comCopyright © by APPRO Development. IncISSUED FOR FINAL BID & PERMIT1" = 30'-0"3/10/2020 8:45:57 AMA2-1OVERALL FLOORPLAN20-03-0025XXXX 222nd Street WestLAKEVILLE, MN 55044150K WAREHOUSE03/10/2020BP/DRSJAC1" = 30'-0"A2-11FLOOR PLANN30'15'0'30'A2-123D IMAGENo. Description DateEXHIBIT N FIRST FLOOR100' -0"T.O. WALL137' -6"89101112131415161A3-3FUTURE DOCK DOOR48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"ELECTRICAL TRANSFORMER28' - 0"48' - 0"40' - 0"48' - 0"48' - 0"40' - 0"24' - 0"24' - 0"56' - 0"56' - 0"DOCK SEAL -TYP.PROVIDE SMOOTH AREA AROUND DOCK DOORS FOR DOCK SEALS -TYP.4'-0" x 4'-0" CLEARSTORY WINDOW -TYP.HM DOOR -PT.8" DIA. CONC. BOLLARDS -PT. -TYP. PREFIN MTL STAIRS -TYP.10'-0" x 9'-6" OH DOOR W/ DOCK LEVELER -TYP.14'-0" x 16'-0" OH DOOR29' - 6"FIRST FLOOR100' -0"T.O. WALL137' -6"DCBAETOP OF WINDOW108' -0"12' - 0"32' - 0"32' - 0"32' - 0"32' - 0"20' - 0"50' - 0"50' - 0"50' - 0"60' - 0"210' - 0"4'-0" x 4'-0" CLEARSTORY WINDOW -TYP.1' - 0"1' - 6"4' - 0"1' - 6"4' - 0"1' - 6"7' - 0"1' - 0"7' - 0"1' - 0"8' - 0"29' - 6"50' - 0"100' - 0"60' - 0"FIRST FLOOR100' -0"T.O. WALL137' -6"123456789FUTURE DOCK DOOR48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"8' - 0"1' - 0"7' - 0"1' - 0"7' - 0"1' - 6"4' - 0"1' - 6"4' - 0"1' - 6"1' - 0"36' - 0"32' - 0"40' - 0"24' - 0"24' - 0"72' - 0"24' - 0"24' - 0"32' - 0"56' - 0"29' - 6"14'-0" x 16'-0" OH DOOR4'-0" x 4'-0" CLEARSTORY WINDOWS -TYP.DOCK SEAL -TYP.HM DOOR -PT.8" DIA. CONC. BOLLARDS -PT. -TYP.PREFIN MTL STAIRS -TYP.PROVIDE SMOOTH AREA AROUND DOCK DOORS FOR DOCK SEALS -TYP.ELECTRICAL TRANSFORMER384' - 0"4A4-13A4-12A4-1----ScaleProject numberDateDrawn byChecked by21476 GRENADA AVENUELAKEVILLE, MN 55044PH: 952-469-2171FAX: 952-469-2173EMAIL: office@approdevelopment.comCopyright © by APPRO Development. IncISSUED FOR FINAL BID & PERMIT1/16" = 1'-0"3/10/2020 8:45:58 AMA3-1EXTERIORELEVATIONS20-03-0025XXXX 222nd Street WestLAKEVILLE, MN 55044150K WAREHOUSE03/10/2020BP/DRSJAC1/16" = 1'-0"A3-12NORTH ELEVATION EAST END1/16" = 1'-0"A3-13EAST ELEVATION1/16" = 1'-0"A3-11NORTH ELEVATION WEST END16'8'0'16'16'8'0'16'16'8'0'16'No. Description Date FIRST FLOOR100' -0"T.O. WALL137' -6"T.O. FOOTING97' -0"8910111213141516TOP OF WINDOW108' -0"1A3-348' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"384' - 0"40' - 0"40' - 0"40' - 0"40' - 0"124' - 0"4'-0" x 4'-0" CLEARSTORY WINDOW -TYP1' - 0"1' - 6"4' - 0"1' - 6"4' - 0"1' - 6"7' - 0"1' - 0"7' - 0"1' - 0"8' - 0"29' - 6"FIRST FLOOR100' -0"T.O. WALL137' -6"T.O. FOOTING97' -0"123456789TOP OF WINDOW108' -0"1A4-148' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"48' - 0"384' - 0"124' - 0"40' - 0"40' - 0"40' - 0"40' - 0"4'-0" x 4'-0" CLEARSTORY WINDOW -TYPFIRST FLOOR100' -0"T.O. WALL137' -6"T.O. FOOTING97' -0"DCBAETOP OF WINDOW108' -0"60' - 0"50' - 0"50' - 0"50' - 0"210' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"12' - 0"29' - 6"1' - 0"1' - 6"4' - 0"1' - 6"4' - 0"1' - 6"7' - 0"1' - 0"7' - 0"1' - 0"8' - 0"4'-0" x 4'-0" CLEARSTORY WINDOW -TYPScaleProject numberDateDrawn byChecked by21476 GRENADA AVENUELAKEVILLE, MN 55044PH: 952-469-2171FAX: 952-469-2173EMAIL: office@approdevelopment.comCopyright © by APPRO Development. IncISSUED FOR FINAL BID & PERMIT1/16" = 1'-0"3/10/2020 8:45:59 AMA3-2EXTERIORELEVATIONS20-03-0025XXXX 222nd Street WestLAKEVILLE, MN 55044150K WAREHOUSE03/10/2020BP/DRSJAC1/16" = 1'-0"A3-21SOUTH ELEVATION1/16" = 1'-0"A3-22SOUTH ELEVATION1/16" = 1'-0"A3-23WEST ELEVATION16'8'0'16'16'8'0'16'16'8'0'16'No. Description Date Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us April 16, 2020 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: LAUNCH PARK SECOND ADDITION The Dakota County Plat Commission met on April 15, 2020, to consider the Preliminary Plat of the above referenced plat. The plat is adjacent to CSAH 23 (Cedar Avenue) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The plat includes an industrial use located north of LAUNCH ADDITION. The right-of -way needs are 60- feet of half right of way with 75 feet located to the north. A transition of right of way from a four-lane divided roadway to a two-lane roadway is located along this proposed site. Therefore, the Plat Commission is requiring 75 feet of half right of way along Outlot A. Access to the site is from 222nd Street West (city street). Restricted access should be shown along all of CSAH 23. A quit claim deed to Dakota County is required for access restriction along CSAH 23 at the time of recording 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 23 are 7,700 ADT and are anticipated to be 8,400 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: EXHIBIT O City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Christina Orlowsky, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Daryl Morey, Planning Director Dave Olson, Community and Economic Development Director Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: April 29, 2020 Subject: Launch Park Second Addition • Preliminary and Final Plat Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD Launch Properties has submitted a preliminary and final plat to be known as Launch Park Second Addition. The Developer has submitted a site plan for a proposed warehouse and parking lot to be constructed on Lot 1, Block 1. The proposed development is located north of and adjacent to 222nd Street and east of and adjacent to Cedar Avenue (CSAH 23). The parent parcel consists of PID 220031025012 zoned I-2, General Industrial District. The final plat consists of one lot within one block and two outlots on 54.63 acres. The Developer is dedicating 1.52 acres as Cedar Avenue (CSAH 23) right-of-way. The proposed development will be completed by: Developer: Launch Properties Engineer/Surveyor: Kimley-Horn and Associates, Inc./ Egan, Field, & Nowak, Inc. The outlots created with the preliminary and final plats shall have the following use: LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 22 OOFF 77 Outlot A: Future Development; to be retained by the Developer (3.95 acres) Outlot B: Future Development; to be retained by the Developer (33.32 acres) SSIITTEE CCOONNDDIITTIIOONNSS The Launch Park Second Addition site is undeveloped cultivated agricultural land. The land generally slopes from the southwest to northeast. The site is located east of the existing Airlake Airport. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Launch Park Second Addition is located east of and adjacent to Cedar Avenue. Cedar Avenue is a low density minor arterial County roadway as identified in the City’s Transportation Plan. It is currently constructed as a two-lane, rural section roadway. The preliminary and final plats were reviewed and recommended for approval by the Dakota County Plat Commission at its April 15, 2020 meeting. The Developer shall dedicate 75-feet of east half right-of-way adjacent to Outlot A, Launch Park Second Addition and 60-feet of east half right-of-way adjacent to Lot 1, Block 1, Launch Park Second Addition consistent with Dakota County Plat Commission recommendations, as shown on the final plat to satisfy the County’s right -of-way requirements. Restricted access is shown along all of Cedar Avenue, consistent with Dakota County’s Access Spacing Guidelines. 222nd Street Launch Park Second Addition is located north of and adjacent to 222nd Street. 222nd Street was constructed with Launch Park First Addition as a rural section local industrial roadway. No additional right-of-way is required with this plat. SITE PLAN REVIEW A site plan was submitted for Lot 1, Block 1, Launch Park Second Addition. The site plan features a 150,000 square foot warehouse and parking lot. Parking for 162 automobiles and 49 truck trailers, including 6 designated handicapped spaces, have been provided in the paved parking lot. Automobile parking spaces are 20’ deep and 9’ wide. Truck trailer parking spaces are 50’ deep and 12’ wide. Two access drives from 222nd Street serve this lot. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be from one access along 222nd Street, by way of Cedar Avenue. LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 33 OOFF 77 PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS No future park or trail needs within this development are indicated in the City’s Parks, Trails, and Open Space Plan. The Park Dedication Fee has not been collected on the parent parcel and will be satisfied through a cash contribution with the final plat. The Park Dedication fee for industrial areas is $4,558.00 per acre. Total Area of Launch Park Second Addition Final Plat 54.63 acres Less: Outlot A – Future Development 3.95 acres Outlot B – Future Development 33.32 acres Cedar Avenue ROW 1.52 acres Park Dedication Area Required 15.84 acres Industrial Park Dedication Rate $4,558.00 per acre Park Dedication Fee Due with Final Plat $72,198.72 The Park Dedication for Outlots A and B will be collected at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Launch Park Second Addition is located south of the sub-district SC-10100 of the South Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. The parcels can be served by sewer within sub-district SC-10100. The wastewater from the proposed site will be conveyed by privately-owned and City-owned sanitary sewer facilities to the Elko/New Market interceptor and then to the Empire Wastewater Treatment Plant. The Developer proposes to extend private sanitary sewer from the existing sanitary sewer within the 222nd Street right-of-way to the site. The sanitary sewer constructed with this plat is to be privately owned and maintained. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be paid for Lot 1, Block 1 with the Building Permit Application. The Sanitary Sewer Availability Charge will be calculated at the rate in effect at the time of approval of the Building Permit Application, as determined by the City’s Building Official. WWAATTEERRMMAAIINN Development of Launch Park Second Addition includes the extension of private watermain. A 10-inch watermain will be extended to the site from an existing stub along Cedar Avenue. The watermain will be looped through the site and connect to the existing watermain located within the 222nd Street right-of-way. The watermain constructed with this plat is to be privately owned and maintained. LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 44 OOFF 77 Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans. A cross-access and maintenance easement agreement will be required for the privately owned and maintained utilities located outside of Lot, 1 Block 1, Launch Park Second Addition prior to City Council consideration of the final plat. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Launch Park Second Addition is located within subdistrict SC-204, of the South Creek District of the City’s Comprehensive Water Resources Management Plan. The land use on the site is currently agriculture. Drainage on the existing site generally flows from the southwest to the northeast and eventually to an existing creek. The western portion of the site drains west to Cedar Avenue (CSAH 23). Proposed drainage of the site consists of areas within Lot 1, Block 1, Launch Park Second Addition, to drain to privately-owned and maintained pretreatment and biofiltration basins which outlet via a stormwater ditch to an existing creek northeast of the site. The Developer shall sign a private maintenance agreement for the stormwater management basins and ditch prior to City Council consideration of the final plat. A security of $10,000.00 was collected with Launch Park First Addition for the removal of the basin located north of 222nd Street at the time development occurred north of and adjacent to 222nd Street or at the time Outlot A, Launch Park First Addition is final platted into lots and blocks. Launch Park Second Addition will develop the land north of and adjacent to 222nd Street and will provide permanent stormwater management including pre-treatment for the site, therefore the security of $10,000.00 will not be released until Outlot A, Launch Park First Addition is final platted into lots and blocks and the grading improvements are completed providing pre-treatment and stormwater management for the platted parcel. The grading specifications sh all indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that footings placed on fill material are appropriately constructed. A building permit will not be issued until a soils report and an as- built certified building pad survey have been submitted and approved by City staff. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required by the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 55 OOFF 77 SSTTOORRMM SSEEWWEERR Development of Launch Park Second Addition includes the construction of privately owned and maintained storm sewer systems, which will collect and convey stormwater runoff generated from within the development to the privately-owned and maintained 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. The Trunk Storm Sewer Area Charge for Lot 1, Block 1, Launch Park Second Addition is calculated as follows: 689,990.40 s.f. x $0.250/s.f. = $172,497.60 Area of Lot 1, Block 1, Launch Park Second Addition Industrial Area Charge Total Trunk Storm Sewer Area Charge The Trunk Storm Sewer Area Charge for Outlots A and B will be collected at the time they are final platted into lots and blocks, at the rate in effect at the time of final plat approval. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FFEEMMAA FFLLOOOODDPPLLAAIINN AANNAALLYYSSIISS Launch Park Second Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS The wetland delineation for Launch Park Second Addition was conducted on 10/05/16 by Kimley-Horn and Associates, Inc. There are no wetlands identified within Launch Park Second Addition. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no trees within the site. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit 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. The Developer is responsible for the establishment of native vegetation within the ponding and infiltration areas. A schedule must be developed for the first 2 years for the pond and infiltration areas. This must include mowing 2 to 3 times, 30 days apart during the first year LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 66 OOFF 77 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. Spot spaying and overseeding may also be required during the establishment window. This will cut down on maintenance in the long-term. The site drains to a DNR trout stream. Additional best management practices are required to protect the trout stream. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Launch Park Second Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on April 2, 2020. CONSTRUCTION COSTS Grading, Erosion Control, and Restoration $ 504,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 504,000.00 OTHER COSTS Developer’s Design (3.0%) $ 15,120.00 Developer’s Construction Survey (2.5%) 12,600.00 City’s Legal Expense (0.5%) 2,520.00 City Construction Observation (5.0%) 25,200.00 Developer’s Record Drawing (0.5%) 2,520.00 Landscaping 82,950.00 Stop Signs 1,000.00 Lot Corners/Iron Monuments 300.00 SUBTOTAL - OTHER COSTS $142,210.00 TOTAL PROJECT SECURITY $ 646,210.00 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $300.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 908.36 f.f. x $.2832/f.f./qtr. x 4 qtrs. = $1,028.99 Lot 1, Block 1, 222nd Street Front Footage Streetlight Operating Fee Total LLAAUUNNCCHH PPAARRKK SSEECCOONNDD AADDDDIITTII OONN PPRREELLIIMMII NNAARRYY AANNDD FFIINNAALL PPLLAATT AAPPRRIILL 2299,, 22002200 PPAAGGEE 77 OOFF 77 A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final plat approval and is calculated as follows: 15.84 acres x 4.20 x $16.54/unit/qtr. x 4 qtrs. = $4,401.49 Lot 1, Block 1, Launch Park Second Addition Commercial/Industrial Residential Equivalent Utility Factor Environmental Resources Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 3 units x $90.00/unit = $270.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $15,120.00. CASH REQUIREMENTS Sanitary Sewer Availability Charge to be paid with building permit Park Dedication Fee $ 72,198.72 Trunk Storm Sewer Area Charge 172,497.60 Streetlight Operating Fee 1,028.99 Environmental Resources Fee 4,401.49 City Base Map Updating Fee 270.00 City Engineering Administration (3.00%) 15,120.00 TOTAL - CASH REQUIREMENTS $ 265,516.80 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, grading and erosion control plan, utility plan, and site plan for Launch Park Second Addition, subject to the requirements and stipulations within this report.