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Home My WebLink AboutItem 051 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: March 10, 2017 Subject: Packet Material for the March 16, 2017 Planning Commission Meeting Agenda Item: Consider the application of Launch Properties for the following: 1) Preliminary plat of Launch Park First Addition 2) Conditional use permit for an exception to the exterior building material requirements in the I-2, General Industrial District. Action Deadline: May 3, 2017 BACKGROUND Launch Properties representatives have submitted preliminary plat and conditional use permit applications and plans for Launch Park First Addition, which proposes two lots totaling 45.92 acres within a 98.9 acre industrial zoned parent parcel. The property is located east of Cedar Avenue (CSAH 23) and Airlake Airport and north of the Lakeville-Eureka Township boundary. The proposed Lot 1, Block 1 will be occupied by a 286,000 square foot warehouse office building. Menasha Packaging, a retail and merchandise packaging manufacturer located in Airlake Industrial Park since 1970, has committed to leasing 150,000 square feet for the expansion of their operations in Lakeville. The subject property was annexed into the City in 2006. A conditional use permit is proposed to allow a varied texture and painted, pre-cast concrete panel building to be constructed on Lot 1. The Zoning Ordinance requires an integral colored concrete exterior (which is typically a colored exposed aggregate) unless an alternate material is approved by conditional use permit. Future build-out in the proposed plat is planned to include an additional building similar in size to the one proposed on Lot 1. The preliminary plat plans have been submitted to: 1. The Engineering Division 2 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: EXHIBITS A. Location and Zoning Map B. Aerial Photo Map C. Survey D. Preliminary Plat E. Site Plan (2 Pages) F. Grading Plan (2 Pages) G. Erosion Control Plans (5 Pages) H. Utility Plans (2 Pages) I. Landscape Plan J. Truck Turning Movement Plan K. Exterior Lighting Plan L. Building Elevation Plan (4 Pages) M. Sample Building Elevations for Consideration of the CUP (8 Pages) N. Airport Safety Zone Map O. Dakota County Plat Commission letter dated February 21, 2017 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 Eureka Township and Metropolitan Airports Commission Property Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use Agriculture per Eureka Township Zoning Map East Eureka Township Agricultural Use Property Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use Agriculture per Eureka Township Zoning Map West Cedar Avenue (CSAH 23) and Metropolitan Airports Commission Property Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use Agriculture per Eureka Township Zoning Map STAFF ANALYSIS PRELIMINARY PLAT The developer has proposed to commence development on the proposed location since the site is readily developable and has access to utilities which can be extended from the north. The 163 acres north of the proposed Launch Park First Addition site is under the ownership of Hat Trick 3 Investments, a company related to Launch Properties. The properties extend to the north near the creek tributary east of the intersection of Cedar Avenue (CSAH 23) and 215th Street (CSAH 70). Development of those properties must complete transportation analysis and study, environmental studies and possible environmental mitigation prior to development of the properties north of the proposed Launch Park First Addition site. a. Comprehensive Plan. The property is currently located in Planning District No. 8 of the Comprehensive Land Use Plan and is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The subject property is guided Industrial, therefore, the proposed office/warehouse use is consistent with the Comprehensive Plan. The proposed Launch Park First Addition preliminary plat meets the recommended goals and objectives of Planning District No. 8. b. Existing Site Conditions. The site is currently undeveloped in agricultural production of row crops. The parent parcel of the proposed preliminary plat is slightly less than 99 acres. The property owner will submit a request to Dakota County to subdivide the property to reflect the proposed preliminary plat. A final plat application and plans will be processed after preliminary plat approval. The property is bounded by Cedar Avenue (CSAH 23) to the west, the City of Lakeville/Eureka Township boundary to the south and east. Wetlands and a stream are located within the north end of the parent parcel and will be dedicated to the City as an outlot when the parent parcel is platted in the future. c. Lot/Block/Outlot. The preliminary plat of Launch Park First Addition consists of two lots and one block and right-of-way for 222nd Street on the north side of the preliminary plat. The lots proposed with the preliminary plat exceed the minimum lot area and lot width requirements for the I- 2, General Industrial District. 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 Lot 2 1 Acre 18.87 acres 20.05 Acres 100 feet 585 feet 1,277 feet d. Streets. The preliminary plat of Launch Park First Addition includes the partial construction of 222nd Street east of Cedar Avenue to the east boundary of Lot 1. 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 road right-of-way width of 60 feet is adequate to accommodate two lanes of traffic and the turn lanes required by Dakota County. 4 222nd Street abuts the north side of the property. 222nd Street is a local street. The first phase of 222nd Street will be 1,300 feet long requiring a temporary cul-de-sac and easement. The development of Lot 2 may extend the temporary cul-de-sac to 2,597 feet. Ultimately, a future street from the north will connect with 222nd Street to provide alternate public street access. 222nd Street right-of-way dedication is ultimately planned to extend to the east of the Lakeville corporate limits when that the property to the east develops. A total of 80 feet of right-of-way will be required to be dedicated with the final plat consistent with the Dakota County Road Plat Review Needs Map. Improvements to Cedar Avenue include the construction of right and left turn lanes and a bypass lane. 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 north of the preliminary plat. All public utilities will be constructed by the developer to serve the proposed first phase development following final plat approval. Sewer and water will be available to serve Lot 2 when it is final platted. The existing and planned future City sanitary sewer and water systems available to serve the area of the preliminary plat are adequate to accommodate the build-out of future industrial building(s) within the preliminary plat area. Grading and utility plans have been submitted with the Launch Park First Addition preliminary plat. Grading, drainage, erosion control, and utility review comments are addressed in the engineering report dated March 10, 2017. A copy of the engineering report is attached for your review. Engineering recommends approval of the Launch Park First Addition preliminary plat. f. Wetlands. A wetland delineation must be completed on the property prior to issuance of a grading permit or City Council consideration of the final plat. Analysis of wetlands on the remainder of the parent parcel will be determined with future phase preliminary and final plats. g. Tree Preservation. There are no significant trees within the Launch Park First Addition preliminary 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 will be determined upon submittal of the final plat application and plans. i. Airlake Airport. Airlake Airport is considered a reliever airport under the management of the Metropolitan Airports Commission (MAC). The majority of the airport property is located in Eureka Township with two buildings and a small portion of the west end of the runway in the City. The airport’s flight safety zone is managed by MAC. The eastern flight zone is located south of, but not within the Launch Park First Addition preliminary plat. Due to the site’s proximity to Airlake Airport, the Federal Aviation Administration may require an FAA permit (#7460) if any construction cranes are used during the construction of the buildings. The developer is advised to coordinate any required permit with the FAA. 5 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: Required Setbacks Lot 1, Block 1 Lot 2, Block 1 Front Yard ------40 feet Front Yard (Cedar Ave) 85 feet Front Yard (north) Side Yards (north & south) - 10 feet Side Yards (north and south) – 100 feet north; 220 feet south Side Yards (west and east) Rear Yard -------30 feet Rear Yard (East) 80 feet Rear Yard (south) Parking. The building on Lot 1 will be 286,000 square feet in area and will include office and warehouse spaces. The building will require 269 parking spaces based on the 3,000 square feet of office space and 283,000 square feet of warehouse space. The site plan provides for 303 parking spaces, which would allow for up to 12,000 square feet of office space on Lot 1. The estimated required number of parking spaces is calculated as follows: Building Square Footage……………………………...286,000 square feet Office – 3,000 sf (including 10% floor area credit) ……………....14 spaces Warehouse – 283,000 sf (including 10% floor area credit)……255 spaces On-Site Parking (total required) .………………………..…..269 spaces Parking to be Constructed….……………..………..……….303 spaces Total Future Possible Parking Spaces…………………….334 spaces All parking spaces and drive aisles meeting minimum design and dimension requirements. Access. Access to the first phase of the Launch Park First Addition project will be from three driveways on 222nd Street. A gated emergency access driveway will be located on the south side of the property at Cedar Avenue (CSAH 23). Staff has recommended this emergency access to remain in place until such time alternate pubic street access is provided to the site from the north or via any other public street. All driveway accesses to public streets meet Zoning Ordinance requirements. Circulation. All parking 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. A “No Truck Exit” sign shall be installed at the northbound southwest corner of the building to prevent trucks from driving along the west side of the building. 6 Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property other than semi-truck trailers used in the process of deliver and pick up of materials. Landscaping/Screening. The landscape plan for Lot 1 of the preliminary plat proposes 84 trees specified in the table below: Landscape Materials 41 Deciduous trees (2.5 inch min. caliper) 16 Conifer trees (8 foot minimum height) 27 Ornamental trees 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 of the landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with the Zoning Ordinance. All areas not planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. The landscape plan must be revised to add evergreen trees along the south side of the plat to screen the loading dock doors from Cedar Avenue. A financial security shall be submitted to guarantee installation of the landscaping on Lot 1. Financial securities will be determined at the time of final plat approval. Landscaping for future lots will be completed as they are preliminary platted and following the approval of site and landscape plans. Signage. No detailed sign plans have been submitted. A 100 square feet of freestanding sign is permitted with a maximum height of 10 feet. A 100 square foot wall sign is permitted per building tenant. A sign permit must be issued by the Planning Department prior to the installation of any signs. Site Lighting. The lighting plan proposes 12 free standing pole lights located along the south boundary of the truck/trailer parking area. Twenty-seven (27) wall pack lights are proposed on the front, sides and rear of the building. 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 construction plans for development and site plan review. Trash and Recycling Enclosure. All outdoor trash and recycling containers must be stored in an enclosure screened with a structure that is a minimum of 6 feet in height or one foot taller than the containers and must be constructed of materials that match the architecture of the principal building. The preliminary plat plans do not include plans for outdoor trash containers at this time. The building permit plans and site plans shall include outdoor trash enclosure details that comply with Zoning Ordinance requirements if any outdoor trash and recycling containers are proposed. Snow Storage. Snow storage may not take place in required parking spaces. 7 Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their February 21, 2017 meeting under the provisions of the Dakota County Contiguous Plat Ordinance for access and County Road right-of-way needs and considered the preliminary plat acceptable to the needs of Dakota County. CONDITIONAL USE PERMIT The building is designed to be constructed with pre-cast concrete wall panels with a painted or stained finish. Section 11-17-9.B of the Zoning Ordinance requires that concrete panel walls be integral colored exposed aggregate or integral colored concrete but not painted or stained as proposed on the building elevation plans. The applicant indicates that a painted or stained exterior finish on a precast concrete wall is now a common finish on many industrial buildings such as the one proposed. Six (6) sample photos of industrial and commercial buildings in the Twin Cities metropolitan area and one building in Canada were submitted by the applicant to convey the attempted exterior design to be achieved. The proposed building will be beige in various tones constructed with painted or stained pre-cast concrete panels as noted on Exhibit L. Exterior building materials and mechanical equipment screening will be reviewed by staff at the time of building permit submittal for compliance with Zoning Ordinance requirements. The proposed building height is 38 feet, which meets Zoning Ordinance requirements. RECOMMENDATION Planning Department staff recommends approval of the Launch Park First Addition preliminary plat and conditional use permit subject to the following stipulations: 1. Implementation of the recommendations listed in the March 10, 2017 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. A financial 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 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-1 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. 8 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 building permit plans and site plans must include outdoor trash enclosure details that comply with Zoning Ordinance requirements if trash is to be stored outside. The trash enclosures shall match the exterior materials of the principal building and shall include maintenance free gates. 8. A temporary turn-around easement shall be located over the temporary cul-de-sac on 222nd Street. 9. The landscape plan shall be revised to add evergreen trees along the south boundary of the plat to screen the loading dock doors from Cedar Avenue. 10. If required by the Federal Aviation Administration (FAA), approval of permit No. 7460 shall be obtained from the FAA prior to commencing construction with the use of a crane or other construction equipment taller than 35 feet in height. 11. A “No Truck Exit” sign shall be installed at the southwest corner of the building to prevent trucks from driving northbound along the west side of the building. I-2 I-2 I-2 I-2 I-2 P/OS C-2 EUREKA TOWNSHIP F A R M I N G T O N 215TH ST W 220TH ST W HA N O V E R A V E GR E N A D A A V E CE D A R A V E LAUNCH PARK ZONING MAP Ü EXHIBIT A LAUNCH PARK PRELIMINARY PLAT Property Information February 28, 2017 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 EXHIBIT C C.S.A.H. NO. 23 (CEDAR AVENUE) 2 2 2 N D S T R E E T W 80.0 8 0 . 0 40.0 R 5 0 . 0 PROPOSED 286,000 SFWAREHOUSE/ OFFICE L E G E N D P R O P E R T Y L I N E S E T B A C K L I N E E A S E M E N T L I N E R I G H T - O F - W A Y L I N E L O T S U B D I V I S I O N L I N E S H E E T N U M B E R 2017 KIMLEY-HORN AND ASSOCIATES, INC. 2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM ISSUED FOR PERMIT - NOT FOR CONSTRUCTION LAKEVILLE, MN PRELIMINARY N O R T H E X I S T I N G L E G A L D E S C R I P T I O N T H A T P A R T O F S E C T I O N 3 , T O W N S H I P 1 1 3 , R A N G E 2 0 D E S C R I B E D A S F O L L O W S : T H E N O R T H W E S T Q U A R T E R O F S A I D S E C T I O N 3 , L Y I N G N O R T H O F T H E S O U T H 1 0 0 0 . 0 0 F E E T T H E R E O F . P R O P E R T Y S U M M A R Y S Q . F T . A C R E S L O T 1 , B L O C K 1 8 2 1 , 9 7 7 S F 1 8 . 8 7 A C L O T 2 , B L O C K 1 8 7 3 , 3 7 8 S F 2 0 . 0 5 A C P U B L I C D E D I C A T I O N 3 0 4 , 9 2 0 S F 7 . 0 0 A C T O T A L 2 , 0 0 0 , 2 7 5 S F 4 5 . 9 2 A C E X I S T I N G P R O P E R T Y Z O N I N G I - 2 G E N E R A L I N D U S T R I A L D I S T R I C T P R O P O S E D P R O P E R T Y Z O N I N G I - 2 G E N E R A L I N D U S T R I A L D I S T R I C T O W N E R / S U B D I V I D E R : H A T T R I C K I N V E S T M E N T S , L L C 1 8 7 5 H W Y 3 6 , W E S T S U I T E 2 0 0 R O S E V I L L E , M N 5 5 1 1 3 ( 6 1 2 ) 5 6 4 - 4 0 7 0 E N G I N E E R : K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . P R E P A R E D B Y : W I L L M A T Z E K , P E # 4 5 7 9 0 2 5 5 0 U N I V E R S I T Y A V E W , S U I T E 2 3 8 N S T . P A U L , M N 5 5 1 1 4 T E L E P H O N E ( 6 5 1 ) 6 4 5 - 4 1 9 7 S U R V E Y O R : E G A N , F I E L D & N O W A K , I N C . 1 2 2 9 T Y L E R S T R E E T N E , S U I T E 1 0 0 M I N N E A P O L I S , M N 5 5 4 1 3 B R E N T P E T E R S T E L E P H O N E ( 6 1 2 ) 4 6 6 - 3 3 0 0 N O T E S : 1 . T H E N O R T H L I N E O F T H E N O R T H W E S T Q U A R T E R O F S E C T I O N 3 , T O W N S H I P 1 1 3 , R A N G E 2 0 , I S A S S U M E D T O B E A R S O U T H 8 9 D E G R E E S 5 8 M I N U T E S 2 8 S E C O N D S E A S T . 2 . R E F E R T O G R A D I N G P L A N F O R T Y P I C A L S E C T I O N A N D C E N T E R L I N E G R A D I E N T S . P R O P O S E D L E G A L D E S C R I P T I O N L O T 1 B L O C K 1 L A U N C H P A R K F I R S T A D D I T I O N L O T 2 B L O C K 1 L A U N C H P A R K F I R S T A D D I T I O N PRELIMINARY PLAT LAUNCH PARK FIRST ADDITION E X H I B I T D 44 TRAILER SPACES 40 ' S E T B A C K 222ND STREET W PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 1100.0' 2 6 0 . 0 ' 2 0 0 . 0 ' 9.0' 2 0 . 0 ' 12.0' 5 0 . 0 ' STORMWATER 2 4 . 0 ' 24.0' R40 . 0 ' R 4 0 . 0 ' R40 . 0 ' R 4 0 . 0 ' 30.0' 9 . 0 ' 20.0' R40 . 0 ' R 4 0 . 0 ' 35.0' R50.0' 24.0' R25 . 0 ' R 2 5 . 0 ' 40' SETBACK 1 5 0 . 0 ' 30.0' PROPERTY LINE R1 0 . 0 ' R 2 5 . 0 ' R25 . 0 ' R3 5 . 0 ' R 3 4 . 0 ' R12.0 ' R 1 0 . 0 ' R3. 0 ' R1 2 . 0 ' R 1 0 . 0 ' R 3 . 0 'R3. 0 ' R 5 . 0 ' R5. 0 ' R5. 0 ' R1 0 . 0 ' R10 . 0 ' R 3 5 . 0 ' R 1 0 . 0 ' R 1 0 . 0 ' R1 0 . 0 ' R 1 0 . 0 ' PROPOSED TEMPORARY ACCESS EASEMENT A A AA B B B A A C C C C C C D D FFFFF FF GG GG BEGIN E H E F F GG F G FF GG GGG A A A B B B I I I I I I J J J TYPICAL BUILDING FACE 6' SIDEWALK BUILDING 1.5' GRAVEL STRIP 3' LANDSCAPE AREA LEGEND PROPERTY LINE SETBACK LINE STORMWATER MANAGEMENT AREA PROPOSED CURB AND GUTTER 222ND STREET (5.5" ASPHALT, 10" BASE) EASEMENT LINE PARKING AREA ASPHALT PAVEMENT (3.5" ASPHALT, 6" BASE) ON-SITE TRUCK ASPHALT PAVEMENT (4.5" ASPHALT, 10" BASE) 1.5' LANDSCAPE ROCK CONCRETE SIDEWALK LANDSCAPING WETLAND BOUNDARY SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y NORTH EN L A R G E D SI T E P L A N MA T C H L I N E - S E E S H E E T C 3 . 2 TOTAL PARKING BUILDING AREA REQUIRED STALLS PROPOSED STALLS PROPOSED RATIO 286,000 334* 303 CONSTRUCTED 31 SPACES AS PROOF 334 TOTAL 1.06 / 1,000 SF CONSTRUCTED 1.17 / 1,000 SF TOTAL *FOR TOTAL PARKING OF 301 TO 400 SPACES, 8 ADA STALLS ARE REQUIRED. THERE ARE 12 ADA STALLS PROPOSED KEYNOTE LEGEND B612 CURB & GUTTER 3' CURB CUT 9' X 20' STALL 12' X 50' TRAILER STALL PROOF OF PARKING (31 STALLS) ACCESSIBLE STALL ACCESSIBLE SIGN RELOCATED EMERGENCY ACCESS TYPICAL BUILDING FACE 1.5' LANDSCAPE ROCK EXHIBIT E 44 TRAILER SPACES 40 ' S E T B A C K 222ND STREET W 10 ' S E T B A C K CEDAR AVENUE ROW DEDICATION (0.91 AC) PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 OUTLOT A - 20.05 AC. FUTURE EXTENSION STORMWATER EMERGENCY ACCESS DRIVE 40' SETBACK PROPERTY LINE PROPERTY LINE PROPOSED TEMPORARY ACCESS EASEMENT LEGEND PROPERTY LINE SETBACK LINE STORMWATER MANAGEMENT AREA PROPOSED CURB AND GUTTER 222ND STREET (5.5" ASPHALT, 10" BASE) PARKING AREA ASPHALT PAVEMENT (3.5" ASPHALT, 6" BASE) ON-SITE TRUCK ASPHALT PAVEMENT (4.5" ASPHALT, 10" BASE) EASEMENT LINE 1.5' LANDSCAPE ROCK LANDSCAPING CONCRETE SIDEWALK WETLAND BOUNDARY TYPICAL RURAL STREET SECTION SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y PARKING SUMMARY BUILDING DESIGNATION BUILDING AREA REQUIRED STALLS REQUIRED RATIO WAREHOUSE 274,000 SF 274 1 SPACE PER 1,000 SF OFFICE 12,000 SF 60 1 SPACE PER 200 SF ZONING SUMMARY EXISTING ZONING I2 - GENERAL INDUSTRIAL PROPOSED ZONING I2 - GENERAL INDUSTRIAL PARKING SETBACK NO PARKING W/IN 15' OF ANY PUBLIC/PRIVATE STREET SURFACE SETBACKS FRONT = 40' SIDE = 10' REAR = 30' PROPERTY SUMMARY SQ. FT.ACRES LOT 1, BLOCK 1 821,977 SF 18.87 AC OUTLOT A 873,378 SF 20.05 AC PUBLIC DEDICATION 304,920 SF 7.00 AC TOTAL 2,000,275 SF 45.92 AC 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 DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4.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'. 5.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 6.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7.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. 8.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK. 9.TOTAL LAND AREA IS 98.99 ACRES. 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.A WETLAND DELINEATION IDENTIFIED A WETLAND DITCH WITHIN CEDAR AVENUE. IT IS CONSIDERED A TYPE 1- SEASONALLY FLOODED BASIN. THIS WETLAND IS TO BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING LEGAL DESCRIPTION THAT PART OF SECTION 3, TOWNSHIP 113, RANGE 20 DESCRIBED AS FOLLOWS: THE NORTHWEST QUARTER OF SAID SECTION 3, LYING NORTH OF THE SOUTH 1000.00 FEET THEREOF. PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 LAUNCH PARK FIRST ADDITION OUTLOT A LAUNCH PARK FIRST ADDITION OV E R A L L SI T E P L A N NORTH MA T C H L I N E - S E E S H E E T C 3 . 1 MA T C H L I N E - S E E S H E E T C 3 . 1 MA T C H L I N E - S E E S H E E T C 3 . 2 TOTAL PARKING BUILDING AREA REQUIRED STALLS PROPOSED STALLS PROPOSED RATIO 286,000 334* 303 CONSTRUCTED 31 SPACES AS PROOF 334 TOTAL 1.06 / 1,000 SF CONSTRUCTED 1.17 / 1,000 SF TOTAL *FOR TOTAL PARKING OF 301 TO 400 SPACES, 8 ADA STALLS ARE REQUIRED. THERE ARE 12 ADA STALLS PROPOSED 925 LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED FLARED END SECTION PROPOSED STORM MANHOLE PROPOSED STORM SEWER WETLAND BOUNDARY 2.00%PROPOSED SLOPE 222ND STREET W PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 PROPERTY LINE PROPERTY LINE FOREBAY FOREBAY BASIN 1 BASIN 2 - TEMPORARY *SEE DETAIL SHEET FOR OUTLET CONTROL STRUCTURE DETAIL * * STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. FES-1 FES-2 FES-3 FES-4 FES-5 FES-6 FES-7 FES-8 FES-9 FES-10 FES-11 FES-12 FES-13 FES-14 RD-1 RD-2 RD-3 RD-4 STRUCTURE/ CASTING TYPE FES FES FES FES FES FES FES FES FES FES FES FES FES FES Null Structure Null Structure Null Structure Null Structure INVERT ELEVATION IN W 936.60 NW 937.40 N 937.40 N 935.60 N 935.60 W 941.00 W 941.00 S 943.00 S 944.00 PIPE SIZE IN 24" 24" 12" 16" 16" 15" 15" 12" 12" PIPE SLOPE IN 0.30% 0.60% 1.00% 1.20% 1.20% 0.00% 0.00% 0.50% 0.50% INVERT ELEVATION OUT E 941.50 E 941.00 E 941.00 N 943.46 N 944.47 N 941.68 N 940.17 S 938.17 S 938.17 PIPE SIZE OUT 12" 15" 15" 12" 12" 16" 16" 16" 16" PIPE SLOPE OUT 1.42% 0.00% 0.00% 0.50% 0.50% 1.10% 1.50% 1.20% 1.20% STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. CB-1 STM MH-1 STM MH-2 STM MH-3 STM MH-4 STM MH-5 STM MH-6 STM MH-7 STRUCTURE/ CASTING TYPE MH MH MH OCS OCS MH MH MH RIM/GRATE ELEVATION 944.28 944.78 945.87 939.00 945.00 944.97 942.74 945.48 INVERT ELEVATION IN S 936.86 W 940.30 SW 937.27 W 938.02 S 939.53 N 939.47 W 939.67 S 941.32 PIPE SIZE IN 24" 12" 12" 24" 16" 12" 24" 16" PIPE SLOPE IN 0.30% 1.42% 0.30% 0.60% 1.50% 1.00% 0.60% 1.10% INVERT ELEVATION OUT S 940.09 E 936.81 N 937.17 NE 937.35 S 940.00 SE 938.02 E 939.67 E 941.32 PIPE SIZE OUT 12" 24" 24" 12" 12" 24" 24" 24" PIPE SLOPE OUT 1.00% 0.30% 0.30% 0.30% 1.00% 0.60% 0.60% 0.60% SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y C4.0 OV E R A L L GR A D I N G A N D DR A I N A G E P L A N GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. 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. 4. 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. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 8. 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. 9. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE SCHEDULE. 10. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WITH PROVIDE POSITIVE DRAINAGE. 11. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. 12. 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. 13. ALL SPOT ELEVATIONS/CONTOURS ARE TO FINISHED GRADE UNLESS OTHERWISE NOTED. 14. ALL SPOT ELEVATIONS ARE TO FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINALLY OR EXCEED 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION. 16. *MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. A WETLAND DELINEATION IDENTIFIED A WETLAND DITCH WITHIN CEDAR AVENUE. IT IS CONSIDERED A TYPE 1- SEASONALLY FLOODED BASIN. THIS WETLAND IS TO BE PROTECTED THROUGHOUT CONSTRUCTION. NORTH MA T C H L I N E - S E E S H E E T C 4 . 2 MA T C H L I N E - S E E S H E E T C 4 . 1 MATCHLINE - SEE SHEET C4.2 MATCHLINE - SEE SHEET C4.3 INSET A MA T C H L I N E - S E E S H E E T C 4 . 1 EXHIBIT F 10 0 222ND STREET W PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 PROPERTY LINE 4 . 8 4 % 2 . 0 8 % 2 . 5 4 % 3. 7 1 % 3. 1 5 % 3 . 2 2 % 2 . 0 7 % 3 . 0 8 % 2 . 1 4 % 2.23% 2.44% 2.2 6 % 1. 3 8 % 1 . 5 9 % 2.1 9 % 3 . 5 1 % 1.23% 1.55% 2.41% 1 . 8 4 % 1.49% 2 . 0 2 % 2 . 1 6 % 2 . 0 6 % 1 . 3 1 % 1. 7 6 % 3 . 1 3 % 2.60% 2.93% 1. 1 4 % 1 . 4 4 % 1. 1 9 % 1. 4 5 % 1.4 9 % 1 . 3 9 % 2. 0 6 % EOF 944.0 EOF 945.0 EOF 945.0 8 EOF 945.0 EO F 94 2 . 0 1.0 9 % 1 . 8 2 % 1. 9 4 % 1 . 5 0 % 1 . 3 7 % 1 . 9 9 % 2 1 . 9 3 % 1 9 . 6 0 % 2 7 . 3 9 % 3 3 . 3 4 % 34 . 3 1 % 2 1 . 4 2 % 1 9 . 0 6 % 3 3 . 1 6 % 32.23%33.33% 2 3 . 1 6 % 3 2 . 7 7 % 3 3 . 3 3 % 33 . 1 3 % 32 . 4 3 % 2 . 8 9 % 0.9 5 % 1.13% 2 . 7 6 % 2 . 3 7 % SEE TYPICAL RURAL STRE E T SECTION. THIS SHEET. TEMPORARY STORMWATER TREATMENT AREA MATCH EXISTING FOREBAY - BASIN 1 10-YR HWL: 942.17 100-YR HWL: 943.32 FOREBAY VOLUME: 14,299 CF FOREBAY - BASIN 1 10-YR HWL: 942.17 100-YR HWL: 943.32 FOREBAY VOLUME: 11,484 CF 925 LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED FLARED END SECTION PROPOSED STORM MANHOLE PROPOSED STORM SEWER WETLAND BOUNDARY 2.00%PROPOSED SLOPE TYPICAL RURAL STREET SECTION SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y NORTH MA T C H L I N E - S E E S H E E T C 4 . 2 EN L A R G E D GR A D I N G A N D DR A I N A G E P L A N MA T C H L I N E - S E E S H E E T C 4 . 2 411B 411A 411A 411B 411B 411B 411B 252 411B 252 411B 252 540 411B 411A PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E 0.3 6 % 1. 3 8 % 0.64 % 0. 4 9 % 1.10 % 0.60 % 0.9 3 % 0.8 5 % 1.1 9 % 0.4 5 % 0.8 6 % 4.12% 10.12% SEDIMENT TRAP #1 ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE LEGEND DIVERSION DITCH DRAINAGE DIVIDE 2.00%EXISTING SURFACE SLOPE 411A 411B WAUKEGAN SILT LOAM, 0- 1% SLOPES WAUKEGAN SILT LOAM, 1- 6% SLOPES EXISTING CONTOUR 252 MARSHAN SILTY CLAY LOAM 540 SEELYEVILLE MUCK PROPERTY LINE WETLAND BOUNDARY SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y PERVIOUS/IMPERVIOUS SUMMARY TOTAL PROPERTY AREA 45.92 ACRES DISTURBED AREA DISTURBED AREA 30.1 ACRES EXISTING PERVIOUS AREA 29.1 ACRES EXISTING IMPERVIOUS AREA 1.0 ACRES PROPOSED PERVIOUS AREA 13.14 ACRES PROPOSED IMPERVIOUS AREA 16.96 ACRES SEDIMENT TRAP/DRAINAGE AREAS DRAINAGE AREA/ SEDIMENT TRAP TRIBUTARY AREA SEDIMENT TRAP VOLUME DIMENSIONS #1 2.27 ACRES 8,168 CF 150' X 19' #2 6.21 ACRES 22,351 CF 215' X 35' #3 4.78 ACRES 17,208 CF 200' X 29' #4 3.66 ACRES 13,176 CF 175' X 26' #5 6.43 ACRES 23,148 CF 175' X 44.25' EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT SEDIMENT TRAPS 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, 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 ARES. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. 12. A WETLAND DELINEATION IDENTIFIED A WETLAND DITCH WITHIN CEDAR AVENUE. IT IS CONSIDERED A TYPE 1- SEASONALLY FLOODED BASIN. THIS WETLAND IS TO BE PROTECTED THROUGHOUT CONSTRUCTION. 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 NORTH MA T C H L I N E - S E E S H E E T C 2 . 2 MA T C H L I N E - S E E S H E E T C 2 . 1 MATCHLINE - SEE SHEET C2.2 MATCHLINE - SEE SHEET C2.3 INSET A MATCHLINE - SEE SHEET C2.3 INSET B MA T C H L I N E - S E E S H E E T C 2 . 3 I N S E T A MA T C H L I N E - S E E S H E E T C 2 . 1 OV E R A L L P H A S E 1 ER O S I O N A N D SE D I M E N T A T I O N CO N T R O L P L A N MATCHLINE - SEE SHEET C2.3 INSET C EXHIBIT G PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPOSED BUILDING PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E 4 . 8 4 % 2 . 0 8 % 2 . 5 4 % 3. 7 1 % 3. 1 5 % 3 . 2 2 % 2 . 0 7 % 2 . 9 2 % 2 . 2 4 % 2.23% 2.44% 2.2 6 % 1. 3 8 % 1 . 5 9 % 2.1 9 % 3 . 5 1 % 1.23% 1.55% 2.41% 1 . 8 4 % 1.48% 2. 0 2 % 2 . 1 6 % 2 . 0 6 % 1. 7 3 % 1 . 3 1 % 1. 7 6 % 3 . 1 3 % 2.60% 2.93% 1. 1 4 % 1 . 4 4 % 1. 1 9 % 1. 4 5 % 1.4 9 % 1 . 3 9 % 2. 0 6 % EOF 944.0 EOF 945.0 EOF 945.0 8 EOF 945.0 EO F 94 2 . 0 1.0 9 % 1 . 8 2 % 1 . 9 4 % 1 . 5 0 % 1. 3 7 % 1 . 9 9 % 2 1 . 9 3 % 1 9 . 6 0 % 2 7 . 3 9 % 3 1 . 7 0 % 34 . 3 1 % 2 1 . 4 2 % 1 9 . 0 9 % 3 0 . 8 3 % 32.23%33.33% 2 3 . 1 6 % 3 2 . 7 7 % 3 3 . 3 3 % 33 . 1 3 % 32 . 4 3 % 3 2 . 1 8 % 2 5 . 7 9 % 2 7 . 0 1 % 2 5 . 5 5 % 29.15%28.61% 24.67%22.68% 2 . 8 9 % 0.9 5 % 1.13% 2 . 7 6 % ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET SEEDING 2.00%PROPOSED SURFACE SLOPE PROPOSED STORM PIPE 925 PROPOSED CURB INLET CATCH BASIN PROPOSED STORM MANHOLE WETLAND BOUNDARY INLET PROTECTION SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y C2.4 OV E R A L L P H A S E I I ER O S I O N A N D SE D I M E N T A T I O N CO N T R O L P L A N PERVIOUS/IMPERVIOUS SUMMARY TOTAL PROPERTY AREA 45.92 ACRES DISTURBED AREA DISTURBED AREA 30.1 ACRES EXISTING PERVIOUS AREA 29.1 ACRES EXISTING IMPERVIOUS AREA 1.0 ACRES PROPOSED PERVIOUS AREA 13.14 ACRES PROPOSED IMPERVIOUS AREA 16.96 ACRES 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 PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT SEDIMENT TRAPS 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, 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 ARES. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. 12.A WETLAND DELINEATION IDENTIFIED A WETLAND DITCH WITHIN CEDAR AVENUE. IT I CONSIDERED A TYPE 1- SEASONALLY FLOODED BASIN. THIS WETLAND IS TO BE PROTECTED THROUGHOUT CONSTRUCTION. NORTH MA T C H L I N E - S E E S H E E T C 2 . 6 MA T C H L I N E - S E E S H E E T C 2 . 5 MATCHLINE - SEE SHEET C2.6 MATCHLINE - SEE SHEET C2.7 INSET C MA T C H L I N E - S E E S H E E T C 2 . 7 I N S E T A MA T C H L I N E - S E E S H E E T C 2 . 5 MATCHLINE - SEE SHEET C2.7 INSET A MATCHLINE - SEE SHEET C2.7 INSET B PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPOSED BUILDING A TYP. E A TYP. D TYP. D TYP. D TYP. D TYP. D TYP. D TYP. D TYP. D F F G G H H F G A TYP. B TYP. B F F F TYP. C TYP. C TYP. C F TYP. I TYP. I TYP. C TYP. D TYP. C H TYP. C PROPERTY LINE 4 . 8 4 % 2 . 0 8 % 2 . 5 4 % 3. 7 1 % 3. 1 5 % 3 . 2 2 % 2 . 0 7 % 2 . 9 2 % 2 . 2 4 % 2.23% 2.44% 2.2 6 % 1. 3 8 % 1 . 5 9 % 2.1 9 % 3 . 5 1 % 1.23% 1.55% 2.41% 1 . 8 4 % 1.48% 2 . 0 2 % 2 . 1 6 % 2 . 0 6 % 1. 7 3 % 1 . 3 1 % 1. 7 6 % 3 . 1 3 % 2.60% 2.93% 1. 1 4 % 1 . 4 4 % 1. 1 9 % 1. 4 5 % 1.4 9 % 1 . 3 9 % 2. 0 6 % EOF 944.0 EOF 945.0 EOF 945.0 8 EOF 945.0 EO F 94 2 . 0 1.0 9 % 1 . 8 2 % 1 . 9 4 % 1 . 5 0 % 1. 3 7 % 1. 9 9 % 2 1 . 9 3 % 1 9 . 6 0 % 27 . 3 9 % 3 1 . 7 0 % 34 . 3 1 % 2 1 . 4 2 % 1 9 . 0 9 % 3 0 . 8 3 % 32.23%33.33% 2 3 . 1 6 % 3 2 . 7 7 % 3 3 . 3 3 % 33 . 1 3 % 32 . 4 3 % 2 . 8 9 % 0.9 5 % 1.13% 2 . 7 6 % EXISTING WETLAND. CONTRACTOR TO PROTECT THROUGHOUT CONSTRUCTION. J F G F G F TYP. C H H H ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET SEEDING 2.00%PROPOSED SURFACE SLOPE PROPOSED STORM PIPE 925 PROPOSED CURB INLET CATCH BASIN PROPOSED STORM MANHOLE WETLAND BOUNDARY INLET PROTECTION SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y NORTH MA T C H L I N E - S E E S H E E T C 2 . 6 MA T C H L I N E - S E E S H E E T C 2 . 7 I N S E T A EN L A R G E D PH A S E I I ER O S I O N A N D SE D I M E N T A T I O N CO N T R O L P L A N PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE TYP. B TYP. D TYP. D A TYP. B TYP. B TYP. C TYP. C PROPERTY LINE PR O P E R T Y L I N E 2.23% 2.44% 1.48% 3 . 1 3 % 2.93% EOF 944.0 EO F 94 2 . 0 32.23%33.33% 2 3 . 1 6 % 3 2 . 7 7 % 3 2 . 1 8 % 2 5 . 7 9 % 2 7 . 0 1 % 25 . 5 5 % F G F G F ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET SEEDING 2.00%PROPOSED SURFACE SLOPE PROPOSED STORM PIPE 925 PROPOSED CURB INLET CATCH BASIN PROPOSED STORM MANHOLE WETLAND BOUNDARY INLET PROTECTION SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y MATCHLINE - SEE SHEET C2.7 - INSET C MA T C H L I N E - S E E S H E E T C 2 . 5 EN L A R G E D PH A S E I I ER O S I O N A N D SE D I M E N T A T I O N CO N T R O L P L A N NORTH KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE BIO-ROLL EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE RIP RAP AT FLARED END SECTION OUTLET BIO-ROLL AT FLARED END SECTION INLET VEGETATED STRIP AT CURB CUT SWPPP SIGN INLET PROTECTION 2.00% PROPERTY LINE A A B B FG F 4.84% 1 . 2 3 % 1. 5 5 % 2 . 4 1 % A B A A B C D C PROPERTY LINE 29 . 1 5 % 28 . 6 1 % 24 . 6 7 % 22 . 6 8 % WETLAND BOUNDARY EXISTING CREEK SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y EN L A R G E D PH A S E I I ER O S I O N A N D SE D I M E N T A T I O N CO N T R O L P L A N KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE BIO-ROLL EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE RIP RAP AT FLARED END SECTION OUTLET BIO-ROLL AT FLARED END SECTION INLET VEGETATED STRIP AT CURB CUT INLET PROTECTION MATCHLINE - SEE SHEET C2.5 MA T C H L I N E - S E E S H E E T C 2 . 6 ENLARGED PLAN - INSET A MA T C H L I N E - S E E I N S E T B B E L O W MA T C H L I N E - S E E I N S E T A A B O V E ENLARGED PLAN - INSET C ENLARGED PLAN - INSET B 222ND STREET W PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 PROPERTY LINE PROPERTY LINE LEGEND PROPOSED HYDRANT/VALVE/TEE PROPOSED SANITARY MANHOLE OR BEND PROPOSED STORM SEWER PROPERTY LINE PROPOSED WATERMAIN PROPOSED SANITARY SEWER WETLAND BOUNDARY SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 SS-9 STRUCTURE/ CASTING TYPE MH MH MH MH MH MH MH MH MH RIM/GRATE ELEVATION 927.94 930.97 932.71 932.53 941.32 929.57 931.07 946.38 945.97 INVERT ELEVATION IN S 920.47 S 922.10 S 923.73 W 925.14 W 926.75 W 928.38 W 929.88 W 931.49 S 933.07 PIPE SIZE IN 8" 8" 8" 8" 8" 8" 8" 8" 8" PIPE SLOPE IN 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 1.00% INVERT ELEVATION OUT N 920.44 N 922.07 N 923.70 N 925.11 E 926.72 E 928.35 E 929.85 E 931.46 E 933.04 PIPE SIZE OUT 8" 8" 8" 8" 8" 8" 8" 8" 8" PIPE SLOPE OUT 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y C5.0 OV E R A L L U T I L I T Y P L A N NORTH UTILITY 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 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 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 6" EITHER 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 THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 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). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. +N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. 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 EXISTING 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 LOCAL AUTHORITIES (LAKEVILLE) 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. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH. PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22. PROPOSED WATERMAIN SOUTH OF 222ND STREET SHALL BE PRIVATE. MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T A MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T B MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T B MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T C MA T C H L I N E - S E E S H E E T C 5 . 1 EXHIBIT H 222ND STREET W PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 TRUCK SERVICE ELEV = 9 4 2 . 5 0 PROPERTY LINE A 54 LF 12" WM 455 LF 12" WM 67 LF 12" WM 406 LF 12" WM 108 LF 10" WM 325 LF 12" WM 546 LF 10" WM 540 LF 10" WM 172 LF 10" WM A 80 LF 6" WM 64 LF 6" WM 65 LF 6" WM 60 LF 6" WM 40 LF 6" WM 36 LF 6" WM C C C C C C C C 5 0 3 L F 1 0 " W M 126 LF 6" WM 62 LF 12" WM 125 LF 12" WM ALTERNATE: 142 LF 2" WATER SERVICE ALTERNATE: 141 LF 2" WATER SERVICE B B B B B 100 LF 8" WATER SERVICE ALTERNATE: 157 LF 18" PVC @1.00% LEGEND PROPOSED HYDRANT/VALVE/TEE PROPOSED SANITARY MANHOLE OR BEND PROPOSED STORM SEWER PROPERTY LINE PROPOSED WATERMAIN PROPOSED SANITARY SEWER WETLAND BOUNDARY SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y NORTH EN L A R G E D UT I L I T Y P L A N KEYNOTE LEGEND UTILITY STUB FOR FUTURE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T A MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T B MA T C H L I N E - S E E S H E E T C 5 . 2 I N S E T C 2 - AA2 3 - QB 2 - UV 5 - PD 2 - AA2 3 - PD 3 - AA2 5 - AG 3 - PD 5 - AG 5 - PD 3 - BN 3 - QB 3 - BN 4 - AG 4 - AG 3 - BN 3 - QB 3 - BN 3 - AG 3 - AG 2 - BN 3 - QB 2 - BN 3 - AG 1 - UV 1 - UV 2 - UV 44 TRAILER SPACES 18,600 SQ. FT. ARROWWOOD VIBURNUM RUGOSA ROSE SHRUB AND PERENNIAL BEDS REDOSIER DOGWOOD 36"CONT. CONT. DAYLILY 24" CONT. 36"CONT. CONT. CONT. CONT. #1 CONT. MINT JULEP JUNIPER 30" #1 #1 #1 MNDOT SEED MIX 33-3612.2 ACRES 4.7 ACRES QTY PRELIMINARY GROUNDCOVER SCHEDULE COMMON NAME SIZE/HT ROOTSYMBOL LANDSCAPE REQUIREMENTS CODE PROPOSEDREQUIRED 11-21-9.C.4.a: LANDSCAPE PLAN MUST SHOW SOME FORM OF DESIGNED SITE AMENITY WHICH ARE LARGELY INTENDED FOR AESTHETIC PURPOSE. 11-21-9.A.1: ALL LANDSCAPE SCREENING SHALL CONSIST OF EVERGREEN TREES AND/OR DECIDUOUS TREES AND PLANTS SHALL BE A MINIMUM OF TWENTY FEET (20') IN WIDTH AND EIGHT FEET (8') IN HEIGHT. 11-21-9.C.2.d: DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FIFTEEN FEET (15') APART. 11-21-9.D.2.a: FOR EACH ONE HUNDRED (100) SQUARE FEET OF OFF STREET PARKING AREA INCLUDING MANEUVERUING LANES, A MINIMUM TOTAL OF FIVE (5) SQUARE FEET OF INTERIOR LANDSCAPE AREA SHALL BE PROVIDED. --SEE PLAN 14,060 SF 14,382 SF YES-- --YES 11-21-9.D.1.b: A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" IS REQUIRED TO SCREEN THE PARKING AREAS ALONG CEDAR AVENUE. 11-21-9.C.6: ALL NEW PLANTS SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM TIME PLANTING HAS BEEN COMPLETED YES-- YES-- 5.9 ACRES BLACK-EYED SUSAN CONEFLOWER LITTLE BLUESTEM MNDOT SEED MIX 33-362 LAWN SEED TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE AA2 7 ACER X FREEMANII `JEFFSRED`AUTUMN BLAZE MAPLE B & B 2.5" CAL. AG 27 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY F.G. 2" CAL. BN 16 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT MIN PD 16 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT MIN QB 12 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. UV 6 ULMUS AMERICANA `VALLEY FORGE`AMERICAN ELM B & B 2.5" CAL. PLANT SCHEDULE SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y L1.0 LA N D S C A P E P L A N STORMWATER TREATMENT AREAS LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE = 946.50 DESIGNED SITE LANDSCAPE AMENITY AREA SHRUB SCREENING ALONG CEDAR AVENUE NORTH CONSTRUCTION LIMITS PROPERTY LINE PROPERTY LINE 10' DRAINAGE AND UTILITY EASEMENT EXISTING WETLAND (DO NOT DISTURB) 2' MOW EDGE MOW EDGE MOW EDGE MAINTENANCE STRIP MAINTENANCE STRIP 2' MOW EDGE EXHIBIT I 44 TRAILER SPACES 222ND STREET W PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E LOT 1 - 18.87 AC. PROPOSED 286,000 SF WAREHOUSE/ OFFICE FFE=946.50 STORMWATER PROPERTY LINE SHEET NUMBER 2 0 1 7 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA K E V I L L E , M N PR E L I M I N A R Y NORTH MA T C H L I N E - S E E S H E E T C 3 . 2 TR U C K T U R N MO V E M E N T E X H I B I T EXHIBIT J Drawn By:Checked By:Scale:Revisions# Date Comments Page M of 1Date:JTH Lighting Alliance 6885 146th St W Apple Valley MN 55124 952-223-6300 HPSPROPERTY LPR 10 0 BASIN 4 2/ 7 / 2 0 1 7 0. 1 0. 1 0. 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 7 0. 1 0. 2 0. 3 0. 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 2 0 . 2 0. 1 0. 2 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0. 2 0. 8 0. 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 1 0. 0 0. 1 0. 8 0 . 9 0 . 8 0 . 7 0 . 8 0 . 9 0 . 8 0 . 7 0 . 7 0. 1 0. 0 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0. 3 0. 1 0. 2 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 3 0. 2 0. 1 0. 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0. 2 0. 2 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 2 0. 1 0. 4 0. 2 0. 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 3 0. 4 0. 4 0. 5 0. 4 0 . 3 0 . 3 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 7 0. 4 0. 0 0. 3 0. 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0. 4 0. 0 0. 2 0. 0 0 . 0 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0. 0 0. 7 1. 0 0. 9 0 . 9 0 . 9 0 . 8 0 . 8 0 . 7 0 . 7 0 . 8 0. 5 0. 7 1. 0 0. 6 0 . 6 0 . 7 0 . 7 0 . 6 0 . 5 0 . 5 0 . 6 0 . 6 0. 7 0. 8 1. 3 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1. 6 1 . 5 1. 1 1. 5 1. 0 1. 4 1. 5 1 . 2 1 . 1 1 . 1 1 . 0 1 . 0 1 . 2 1 . 1 0. 5 1. 5 0. 2 0. 3 0. 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 2 0 . 2 0 . 2 0. 5 0. 2 0. 3 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0. 1 0. 2 0. 4 0. 5 0. 5 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0. 3 0. 4 0. 3 0. 4 0. 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 1 0. 4 0. 3 0. 4 0. 3 0 . 3 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0. 0 0. 3 0. 4 0. 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 2 0. 2 0. 3 0. 5 0. 6 0. 5 0 . 6 0 . 7 0 . 6 0 . 6 0 . 5 0 . 6 0 . 6 0 . 5 0. 4 0. 4 0. 4 0. 5 0. 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 5 0 . 4 0 . 4 0. 2 0. 5 0. 1 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0. 2 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 2 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 2 0 . 2 0 . 2 0. 1 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 2 0. 2 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0. 2 0. 1 0. 2 0. 1 0. 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0. 1 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0. 2 0. 1 0. 2 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 2 0. 2 0. 2 0. 8 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 2 0. 1 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0. 3 0. 1 0. 1 0. 2 0. 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0. 1 0. 5 0. 0 0. 4 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0.1 0.1 0.1 0.1 0. 2 0. 1 0. 4 0. 1 0. 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 5 0. 3 0. 3 0. 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0. 3 0. 3 0. 0 0. 2 0. 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 2 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 3 0 . 3 0 . 4 0 . 3 0. 1 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0. 2 0. 2 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 4 0. 2 0. 2 0. 3 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 2 0. 2 0. 2 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 2 0. 3 0. 1 0. 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 2 0. 3 0. 4 0. 2 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 2 0. 3 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 2 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0. 2 0. 1 0. 1 0. 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 0. 2 0. 1 0. 2 0. 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0. 1 0. 2 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 0. 1 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 1 0. 1 3. 5 3. 7 4. 2 2 . 7 2 . 1 2 . 7 3 . 7 3 . 3 3 . 6 3 . 9 2. 1 3. 1 4. 6 2. 6 2 . 0 2 . 2 2 . 6 2 . 4 2 . 4 2 . 4 2 . 4 2 . 2 7. 4 3. 5 6. 1 3. 4 4. 4 6 . 4 7 . 4 6 . 0 4 . 2 3 . 4 2 . 0 1 . 7 2 . 3 4. 4 4. 4 5. 1 7. 0 5. 8 4 . 4 4 . 0 2 . 5 2 . 0 2 . 6 4 . 1 3 . 7 1. 7 3. 6 0. 4 0. 8 0. 8 0 . 8 0 . 7 0 . 6 0 . 7 0 . 7 0 . 6 0 . 5 2. 3 0. 5 0. 9 0. 3 0 . 2 0 . 2 2. 4 1 . 5 1 . 5 2 . 1 3 . 3 4 . 4 0. 2 0. 5 1. 2 1. 9 2. 0 1 . 8 1 . 8 1 . 7 1 . 7 1 . 5 1 . 6 1 . 5 1 . 3 0. 8 1. 5 0. 8 1. 1 1. 1 1 . 0 1 . 0 1 . 2 1 . 0 1 . 0 1 . 0 1 . 0 0. 3 1. 4 2. 7 3. 5 4. 0 2 . 8 2 . 1 2 . 4 3 . 1 2 . 6 2 . 8 2 . 9 0. 2 2. 5 4. 2 2. 3 1 . 9 2 . 1 2 . 4 2 . 2 2 . 2 2 . 1 2 . 1 1 . 9 2. 0 2. 7 4. 8 3. 5 4. 5 6 . 3 7 . 2 6 . 0 4 . 4 3 . 8 2 . 3 1 . 9 2 . 7 4. 0 3. 8 4. 6 5. 4 4. 6 3 . 9 4 . 1 2 . 7 2 . 2 2 . 9 4 . 1 3 . 6 1. 7 4. 2 0. 5 1. 9 0. 7 0 . 7 0 . 6 0 . 5 0 . 6 0 . 6 0 . 6 0 . 5 0. 5 0. 7 0. 5 0. 7 0. 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 6. 0 0. 5 1. 1 0. 2 1. 8 1 . 5 1 . 4 1 . 3 1 . 3 1 . 3 1 . 4 1 . 3 1 . 1 0. 7 1. 3 1. 6 1. 0 1 . 0 0 . 9 0 . 9 0 . 9 0 . 8 0 . 8 0 . 8 0 . 9 0. 8 1. 2 5. 4 4. 6 6. 7 7 . 4 5 . 9 4 . 2 3 . 4 2 . 0 1 . 8 2 . 8 4. 5 4. 1 1. 5 5. 9 4 . 9 4 . 1 4 . 2 2 . 6 2 . 1 2 . 9 4 . 0 3 . 5 6. 4 3. 9 1. 8 2. 4 2. 0 2 . 4 2 . 7 2 . 4 2 . 5 2 . 5 2 . 4 2 . 2 2 . 3 3. 4 1. 7 2. 2 1. 8 1 . 6 1 . 5 1 . 4 1 . 3 1 . 0 0 . 9 0 . 7 0 . 7 3. 9 2. 0 3. 0 4. 2 4. 0 2 . 3 2 . 0 2 . 9 4 . 0 3 . 7 4 . 6 4 . 9 4. 2 3. 1 6. 3 1. 7 1 . 0 3. 6 4 . 5 6 . 3 7 . 0 5 . 6 3 . 9 2 . 9 1 . 5 4. 0 1. 2 3. 5 3. 8 2 . 6 2 . 0 2 . 4 2 . 9 2 . 5 2 . 7 2 . 6 2 . 4 5. 6 1. 7 7. 0 0. 9 5. 9 4 . 2 3 . 1 1 . 9 1 . 7 2 . 5 3 . 7 4 . 6 3. 0 1. 8 2. 0 3. 2 2. 8 3 . 0 3 . 1 2 . 8 2 . 6 2 . 8 2 . 3 1 . 8 3. 2 2. 2 2. 6 2. 0 1 . 9 1 . 9 1 . 8 1 . 9 1 . 7 1 . 5 1 . 7 1 . 7 1. 5 2. 1 2. 7 4. 2 3. 5 2 . 1 1 . 8 2 . 5 4 . 0 4 . 3 5 . 7 6 . 5 5 . 4 2. 6 4 . 3 2. 1 2. 1 2. 7 3 . 9 3 . 5 4 . 0 4 . 4 3 . 9 3 . 4 3 . 9 1. 3 4. 3 4. 5 1. 4 6. 8 5 . 7 4 . 4 4 . 1 2 . 5 2 . 1 2 . 9 4 . 2 4. 0 4. 3 5. 4 3. 6 4. 0 4 . 2 2 . 7 2 . 1 2 . 6 3 . 4 2 . 9 3 . 3 3 . 4 2. 0 5. 0 0. 5 2. 8 1. 3 1 . 4 1 . 2 1 . 1 1 . 2 1 . 2 1 . 0 0 . 8 0 . 8 5. 9 0. 6 1. 3 0. 3 0 . 4 6. 7 7 . 6 6 . 2 4 . 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. 4 3 . 8 0.2 0. 8 0. 5 1. 0 1 . 5 1 . 4 1 . 1 0 . 7 0 . 5 1. 7 2. 0 1. 5 0. 6 0 . 6 0 . 7 1 . 2 2 . 3 4 . 1 4 . 9 3 . 1 1 . 7 1 . 0 0 . 7 0. 6 1. 4 0. 7 0. 7 3. 1 2 . 6 1 . 7 1 . 1 0. 7 0. 6 1. 2 1. 0 1 . 7 2 . 9 3 . 9 3 . 2 2. 5 0. 7 0.5 0. 5 0 . 5 0 . 6 0 . 7 0 . 8 0 . 9 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0. 8 3. 0 5. 0 4 . 3 2 . 1 1 . 0 0 . 5 0.3 0. 4 0.3 4. 5 3 . 1 1 . 9 1 . 1 0 . 7 1. 0 0. 4 5. 1 2. 4 2. 7 1 . 3 1. 4 3 . 1 3 . 8 1 . 9 1 . 1 0 . 7 0 . 5 0 . 5 0 . 6 1 . 1 1. 5 0. 7 1. 0 1 . 8 3 . 1 4 . 5 3 . 7 2. 2 1. 2 4. 2 0. 6 0 . 7 1 . 0 1 . 7 3 . 0 0. 9 2. 2 1. 3 0. 7 0 . 6 0 . 7 1 . 0 1 . 5 2 . 0 2 . 3 1 . 8 1 . 3 0 . 8 0 . 6 0 . 6 0 . 6 2. 1 0. 3 0. 6 0.4 0.3 0.2 0. 2 0. 8 0. 3 1. 0 0. 5 0 . 6 0 . 9 1 . 2 1 . 5 0. 9 0. 2 0. 3 0. 5 0. 8 0 . 8 0 . 8 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 5 0. 6 0. 6 0.5 0. 8 3. 0 4 . 2 3 . 2 2 . 1 0. 5 0. 8 0. 4 0.3 0.3 0. 2 0 . 2 0 . 3 0. 5 1. 2 1. 0 0. 9 1 . 3 1 . 9 2 . 2 1 . 8 1 . 3 0 . 9 0 . 6 0 . 6 0 . 6 0 . 7 1 . 0 1 . 3 0. 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2 . 5 2 . 1 1 . 4 0 . 9 0 . 7 0 . 6 0 . 6 0 . 8 1 . 1 1 . 5 1 . 7 0. 8 1. 2 0. 5 0 . 5 0 . 5 0 . 6 0 . 8 1. 5 1. 3 1. 1 0. 9 0 . 7 0 . 6 0 . 5 0 . 6 0. 4 1. 1 2. 9 0. 4 1. 2 2 . 3 4 . 0 4 . 8 3 . 1 1 . 7 1 . 0 0 . 7 0 . 6 0 . 7 1 . 2 2. 0 0. 6 1. 0 0. 7 1 . 0 1 . 5 2 . 3 2 . 8 3. 2 1. 6 3. 9 0. 7 0 . 6 0 . 7 1 . 0 1 . 7 0. 6 2. 4 0.2 0. 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0. 7 1. 3 0. 8 1 . 4 2 . 6 5 . 0 4 . 6 0. 3 1. 5 0.2 1. 0 0 . 8 0 . 6 0 . 5 0 . 3 0. 6 2. 2 0. 7 1. 0 0. 6 0 . 6 0 . 6 0 . 7 1 . 0 1 . 3 1 . 5 1 . 3 1 . 0 0 . 7 0 . 6 0. 5 1. 2 0. 5 0. 7 0 . 8 0 . 7 0 . 6 0 . 5 0. 5 0. 5 0. 6 0. 6 0 . 7 0 . 9 1 . 0 0 . 9 1. 8 0. 5 1. 2 0. 4 0 . 4 0 . 4 0 . 3 0 . 3 0. 2 0 . 2 0 . 2 0.2 0.2 0.3 0.4 0.5 0. 8 0. 9 2. 2 1 . 8 1 . 3 0 . 9 0 . 6 0. 6 0. 7 0. 8 1. 4 2 . 2 2 . 9 2 . 5 1 . 7 0. 4 0. 6 1. 7 0. 3 0 . 3 0 . 3 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.5 2.3 3.7 0. 6 1. 9 0. 0 0. 7 1. 0 1 . 6 2 . 7 4. 2 2. 9 2. 9 1. 1 0 . 7 0 . 6 0 . 7 1 . 0 0. 2 3. 5 0. 6 0. 3 0. 4 0 . 4 0 . 4 0 . 4 0. 4 0. 6 0. 5 0. 6 0 . 5 0 . 4 0 . 4 0 . 4 0. 7 0. 5 0. 3 0. 5 0. 3 0 . 4 0 . 4 0 . 4 0. 4 0. 3 0. 2 0. 3 0 . 3 0 . 4 0 . 4 0 . 5 0 . 5 0. 3 Lu m i n a i r e S c h e d u l e Pr o j e c t : J T H L i g h t i n g A l l i a n c e Sy m b o l Qt y La b e l Ar r a n g e m e n t To t a l L a m p L u m e n s LL F De s c r i p t i o n 12 S SI N G L E 48 0 0 0 0. 6 5 0 HE W O E Z 2 1 2 7 - 4 0 0 H P S 1 2 0 - T 3 27 W SI N G L E 48 0 0 0 0. 6 5 0 HE W W a l l P a c k W P 3 - H P S - 4 0 0 Ca l c u l a t i o n S u m m a r y Pr o j e c t : J T H L i g h t i n g A l l i a n c e La b e l Ca l c T y p e Un i t s Av g Ma x Mi n Av g / M i n Ma x / M i n Gr a d e _ T o p Il l u m i n a n c e Fc 0. 9 3 7. 6 0. 0 N. A . N. A . LAUNCH PARK BUILDING Sc a l e : 1 i n c h = 4 0 F t . VO L T A G E : SU B M I T T A L : JO B : TY P E : Ar e a L i g h t s Pa g e 3 3 A H. E. W i l l i a m s , I n c . C a r t h a g e , M i s s o u r i w w w . he w i l l i a m s .c o m 4 1 7 - 3 5 8 - 4 0 6 5 F a x : 4 1 7 - 3 5 8 - 6 0 1 5 OE Z2 1 2 7 - 40 0 P S M H 1 2 0 - T3 - S - SQ - DB R - OP T I O N S t t t t t t t S E R I E S E L E C T R I C A L D I S T . M O U N T I N G M O U N T I N G F I N I S H O P T I O N S / P A C K A G E C O N F I G . P O I N T O P T I O N S A C C E S S O R I E S EX A M P L E : OE Z 2 1 2 7 S E R I E S HO U S I N G — F ab r i c a t e d .0 8 0 ” a l u m i n u m i s in t e r n a l l y w e l d e d f o r st r e n g t h a n d a p p e a r a n c e . DO O R — E x t r u d e d al u m i n u m f r a m e w i t h mi t e r e d c o r n e r s , s t a i n l e s s st e e l h i n g e s a n d s l i d e - ac t i o n l a t c h e s t o p r o v i d e ea s y a c c e s s t o b a l l a s t , la m p a n d r e f l e c t o r . C l e a r an o d i z e d f i n i s h . LE N S — C l e a r , .1 8 7 ” t h i c k h i g h - i m p a c t , he a t - r e s i s t a n t t e m p e r e d gl a s s , s e c u r e d w i t h sp r i n g - t e n s i o n g l a s s c l i p s , se a l e d w i t h s i l i c o n e . EL E C T R I C A L PA C K A G E PS M H — R a t e d - 2 0 º F mi n i m u m s t a r t i n g te m p e r a t u r e . HP S — R a t e d - 4 0 º F mi n i m u m s t a r t i n g te m p e r a t u r e . Al l P S M H a n d H P S el e c t r i c a l p a c k a g e s in c l u d e p o r c e l a i n so c k e t . C o r e a n d c o i l ba l l a s t m o u n t e d o n r e m o v a b l e b a l l a s t t r a y . Pr e w i r e d a t f a c t o r y t o a d i s c o n n e c t p l u g f o r ea s y f i e l d i n s t a l l a t i o n . HX - H P F o r C W A b a l l a s t t y p e s t a n d a r d . L a m p is o p t i o n a l , p l e a s e sp e c i f y w h e n o r d e r i n g . 21 ” X 2 7 ” R E C T A N G U L A R A R E A L I G H T OE Z 2 1 2 7 De c e m b e r 1 8 , 2 0 0 8 SE R I E S OE Z 2 1 2 7 — E a s y - a c c e s s de s i g n f e a t u r e s i n c l u d e to o l - l e s s a c c e s s t o a r e m o v a b l e b a l l a s t t r a y a n d on - s i t e r o t a t a b l e r e f l e c t o r . 21 - 3 / 4 ” 10 ” FR O N T V I E W Si n g l e f i x t u r e , s t a n d a r d a r m m o u n t : EP A : 2 . 4 7 / W e i g h t : 4 7 L b s . 27 - 1 / 2 ” 10 ” SI D E V I E W EL EC T R I C A L P A C K A G E (M u s t s p e c i f y ) PU L S E S T A R T M E T A L H A L I D E La m p : E1 7 BT 28 BT 28 BT 37 So c k e t : E2 6 M e d i u m E3 9 M o g u l E3 9 M o g u l E3 9 M o g u l AN S I B a l l a s t C o d e : M1 02 M1 53 M1 54 M1 55 15 0P S M H 1 2 0 25 0P S M H 1 2 0 32 0P S M H 1 2 0 4 00 P S M H 1 2 0 15 0P S M H 2 0 8 25 0P S M H 2 0 8 32 0 P SM H 2 0 8 4 00 P S M H 2 0 8 15 0P S M H 2 4 0 25 0P S M H 2 4 0 32 0P S M H 2 4 0 40 0P S M H 2 4 0 15 0P S M H 2 7 7 25 0P S M H 2 7 7 32 0P S M H 2 7 7 4 00 P S M H 2 7 7 15 0P S M H 3 4 7 25 0P S M H 3 4 7 32 0P S M H 3 4 7 4 00 P S M H 3 4 7 15 0P S M H 4 8 0 25 0P S M H 4 8 0 32 0 P SM H 4 8 0 4 00 P S M H 4 8 0 HI G H P R E S S U R E S O D I U M La m p : E1 7 ET 18 ET 18 So c k e t : E2 6 M e d i u m E3 9 M o g u l E3 9 M o g u l AN S I B a l l a s t C o d e : S5 5 S5 0 S5 1 15 0H P S 1 2 0 25 0H P S 1 2 0 4 00 H P S 1 2 0 15 0H P S 2 0 8 25 0H P S 2 0 8 4 00 H P S 2 0 8 15 0H P S 2 4 0 25 0H P S 2 4 0 40 0H P S 2 4 0 15 0H P S 2 7 7 25 0H P S 2 7 7 40 0H P S 2 7 7 15 0H P S 3 4 7 25 0H P S 3 4 7 4 00 H P S 3 4 7 15 0H P S 4 8 0 25 0H P S 4 8 0 4 00 H P S 4 8 0 Th i s f i x t u r e i s p r o u d l y m a d e i n t h e U S A . H. E . W i l l i a m s , I n c . C a r t h a g e , M i s s o u r i w w w . he w i l l i a m s .c o m 4 1 7 - 3 5 8 - 4 0 6 5 F a x : 4 1 7 - 3 5 8 - 6 0 1 5 VO L T A G E : SU B M I T T A L : JO B : TY P E : Wa l l M o u n t Pa g e 1 8 A W P 3 S E R I E S HO U S I N G — D i e - c a s t al u m i n u m . R E F L E C T I V E SU R F A C E S — A n o d i z e d al u m i n u m r e f l e c t o r . L E N S — Im p a c t - r e s i s t a n t pr i s m a t i c b o r o s i l i c a t e gl a s s r e f r a c t o r . FI N I S H — P o w d e r c o a t e d fi n i s h o n h e a v y - d u t y d i e - c a s t h o u s i n g . D a r k b r o n z e fi n i s h s t a n d a r d . B l a c k o r wh i t e f i n i s h a v a i l a b l e . EL E C T R I C A L Po r c e l a i n so c k e t . Pr e w i r e d a t f a c t o r y f o r ea s y f i e l d i n s t a l l a t i o n . PS M H — R a t e d - 2 0 º F mi n i m u m s t a r t i n g te m p e r a t u r e . HP S — R a t e d - 4 0 º F mi n i m u m s t a r t i n g te m p e r a t u r e . AC C E S S O R I E S F i x t u r e i s d e s i g n e d t o ac c o m m o d a t e o n l y o n e le n s - m o u n t e d a c c e s s o r y . WP 3 - PS M H - 40 0 - M o G - o PT io n S - 12 0 t t t t t t S E R I E S L a m p W a T T a G E L a m p O p T I O N S / V O L T a G E T y p E B a S E a C C E S S O R I E S ex a m p l e : SE R I E S FE A T U R E S Ov e r a l l d i m e n s i o n s : 1 7 ” x 9 ” x 1 2 - 3 / 4 ” . X X Da r k b r o n z e f i n i s h s t a n d a r d . B l a c k o r w h i t e X X fi n i s h a v a i l a b l e . We t l o c a t i o n l i s t e d . X X Fu l l y g a s k e t e d s i d e - h i n g i n g d o o r . X X Ho r i z o n t a l l a m p p o s i t i o n a n d s p e c u l a r X X al u m i n u m f a c e t e d r e f l e c t o r p r o v i d e go o d f o r w a r d a n d l a t e r a l d i s t r i b u t i o n o f il l u m i n a t i o n . Op t i o n a l s t a i n l e s s s t e e l w i r e g u a r d , c u t o f f X X sh i e l d s , a n d v a n d a l s h i e l d a v a i l a b l e . 1/ 2 ” N P S t h r e a d e d h u b a n d p l u g g e d c o n d u i t X X en t r y p o i n t s . 12 - 3 / 4 ” 9 ” L AM P O P T I O N S (M u s t s p e c i f y ) PU L S E S T A R T M E T A L H A L I D E L A M P WA T T A G E L A M P B A S E p S m H 2 5 0 m OG p S m H 4 0 0 m OG HI G H P R E S S U R E S O D I U M L A M P WA T T A G E L A M P B A S E H p S 2 5 0 m OG H p S 4 0 0 m OG OP T I O N S SF Si n g l e F u s e ( 1 2 0 V , 2 7 7 V , o r 3 4 7 V DF Do u b l e F u s e ( 2 0 8 V , 2 4 0 V , o r 4 8 0 V o nl y ; m u s t s p e c i f y v o l t a g e ) o nl y ; m u s t s p e c i f y v o l t a g e ) PC Fa c t o r y - i n s t a l l e d P h o t o c e l l BL K Bl a c k F i n i s h ( R A L # 9 0 0 4 ) (12 0 V , 2 0 8 V a n d 2 7 7 V o n l y ; m u s t s p e c i f y v o l t a g e ) W H T Wh i t e F i n i s h ( R A L # 9 0 0 3 ) A CC E S S O R I E S (O n l y o n e l e n s - m o u n t e d a c c e s s o r y p e r f i x t u r e ) F CS SC S PV S WG Fu l l C u t o f f S h i e l d Si d e C u t o f f S h i e l d Po l y c a r b o n a t e V a n d a l S h i e l d St a i n l e s s S t e e l W i r e g u a r d V O L T A G E (M u s t s p e c i f y ) 12 0 12 0 V 20 8 20 8 V 24 0 24 0 V 27 7 27 7 V 34 7 3 4 7 V 4 8 0 4 8 0 V QV 12 0 V , 2 0 8 V , 2 4 0 V a n d 2 7 7 V L AR G E DE E P -BA C K WA L L PA C K w P 3 Oc t o b e r 2 3 , 2 0 0 8 FU L L C U T - O F F S H I E L D U T I L I Z E D 03/07/17 EXHIBIT K www.APPRODEVELOPMENT.com 952-469-2171 21476 Grenada Ave. Lakeville, MN 55044 EXHIBIT L FI R S T F L O O R 10 0 ' - 0 " TO P O F W A L L 13 7 ' - 0 " T. O . F O O T I N G 97 ' - 0 " A B C D E RO O F 13 4 ' - 3 1 / 2 " TO P O F W I N D O W 1 11 4 ' - 0 " TO P O F W I N D O W 3 12 4 ' - 0 " TO P O F W I N D O W 2 11 6 ' - 0 " TO P O F W I N D O W 4 10 8 ' - 0 " 1 1 ' - 6 " 2 ' - 0 " 3 7 ' - 0 " 16 ' - 0 " 16 ' - 0 " 22 8 ' - 0 " F FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" T.O. FOOTING 97' - 0" 16 17 18 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" 19 20 21 22 23 TOP OF WINDOW 4 108' - 0" 3 7 ' - 0 " FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" T.O. FOOTING 97' - 0" 8 9 10 11 12 13 14 15 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" TOP OF WINDOW 4 108' - 0" 1 A3 - 3 FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" T.O. FOOTING 97' - 0" 1 2 3 4 5 6 7 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" TOP OF WINDOW 4 108' - 0" 3 7 ' - 0 " 3 7 ' - 0 " Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952 -469 -2171 FAX: 952 -469 -2173 EMAIL: office@approdevelopment.com PRELIMINARY NOT FOR CONSTRUCTION 1/16" = 1'-0"3/10/2017 11:22:01 AM A3-2 EXTERIOR ELEVATIONS 16-01-0116XXXXX 222nd ST. W.,LAKEVILLE MN 55044CLIENT 16-01-0116 03/07/17 JAC JJC 1 / 1 6 " = 1 ' - 0 " A3 - 2 4 WE S T E L E V A T I O N 1 / 1 6 " = 1 ' - 0 " A3 - 2 3 NO R T H E L E V A T I O N - E A S T E N D 1 / 1 6 " = 1 ' - 0 " A3 - 2 2 NO R T H E L E V A T I O N - C E N T E R 1 / 1 6 " = 1 ' - 0 " A3 - 2 1 NO R T H E L E V A T I O N - W E S T E N D No. Description Date FI R S T F L O O R 10 0 ' - 0 " TO P O F W A L L 13 7 ' - 0 " T. O . F O O T I N G 97 ' - 0 " A B C D E RO O F 13 4 ' - 3 1 / 2 " TO P O F W I N D O W 1 11 4 ' - 0 " TO P O F W I N D O W 3 12 4 ' - 0 " TO P O F W I N D O W 2 11 6 ' - 0 " TO P O F W I N D O W 4 10 8 ' - 0 " F FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" T.O. FOOTING 97' - 0" 1 2 3 4 5 6 7 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" TOP OF WINDOW 4 108' - 0" FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" 8 9 10 11 12 13 14 15 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" TOP OF WINDOW 4 108' - 0" FIRST FLOOR 100' - 0" TOP OF WALL 137' - 0" T.O. FOOTING 97' - 0" 16 17 18 ROOF 134' - 3 1/2" TOP OF WINDOW 1 114' - 0" TOP OF WINDOW 3 124' - 0" TOP OF WINDOW 2 116' - 0" 19 20 21 22 TOP OF WINDOW 4 108' - 0" Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952 -469 -2171 FAX: 952 -469 -2173 EMAIL: office@approdevelopment.com PRELIMINARY NOT FOR CONSTRUCTION 1/16" = 1'-0"3/10/2017 11:21:55 AM A3-1 EXTERIOR ELEVATIONS 16-01-0116XXXXX 222nd ST. W.,LAKEVILLE MN 55044CLIENT 16-01-0116 03/07/17 JAC JJC 1 / 1 6 " = 1 ' - 0 " A3 - 1 4 EA S T E L E V A T I O N 1 / 1 6 " = 1 ' - 0 " A3 - 1 1 SO U T H E L E V A T I O N - W E S T E N D 1 / 1 6 " = 1 ' - 0 " A3 - 1 2 SO U T H E L E V A T I O N - C E N T E R 1 / 1 6 " = 1 ' - 0 " A3 - 1 3 SO U T H E L E V A T I O N - E A S T E N D No. Description Date FD FD 1 ABCDE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6 0 ' - 0 " 5 0 ' - 0 " 5 0 ' - 0 " 5 0 ' - 0 " 19 20 21 22 23 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50 ' - 0 " 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 57 8 ' - 0 " 522' - 0" OF F I C E A R E A SP R I N K L E R R I S E R R O O M EL E C T R I C A L A N D R O O F A C C E S S R O O M TE N A N T S E P A R A T I O N W A L L 15 D O C K D O O R S 14 X 1 6 D R I V E -IN D O O R 10 D O C K D O O R S TE N A N T S P A C E # 1 15 0 , 0 0 0 S F 11 0 0 ' - 0 " 1 9 ' - 0 " 12 ' - 0 " 12 ' - 0 " 24 ' - 0 " 10 ' -0" X 9 7 4 ' -0" C O N C . D O L L Y P A D 36 ' -0" x 1 0 ' -0" T R A S H E N C L O S U R E , W A L L S T O B E P R E C A S T T O M A T C H B U IL D I N G DO C K L E V E L E R E V E R Y O T H E R D O O R I N S P A C E # 2 TE N A N T S P A C E # 2 13 5 , 4 9 2 S F + / -14X16 DRIVE -IN DOOR F 37' - 0" IN S U L A T E D M T L P A N E L AL T E R N A T E F O R F A B C O N PR E C A S T P A N E L ( S C -3) AC C E N T P A N E L S ( S C -2) RE V E R S E D P A N E L S T L FO R M F I N I S H W / R E V E A L S (S C -1) A N D A C C E N T C O L O R BA N D ( S C -2) PR E F A B M T L C A N O P Y OV E R E N T R A N C E S EXT. FINISH COLORS SC -1 = LIGHT GRAY (TBD) SC -2 = DARK GRAY (TBD) SC -3 = WHITE (TBD) 4' x 4 ' C L E R E S T O R Y W I N D O W S PRECAST FINISH: STEEL FORM (SMOOTH) FINISH WITH REV EALS, WALLS TO BE STAINED SC -1, SC -2 AND SC -3. BACK WALL TO BE STEEL FORM FINISH WITHOUT STAIN.Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952 -469 -2171 FAX: 952 -469 -2173 EMAIL: office@approdevelopment.com PRELIMINARY NOT FOR CONSTRUCTION 1" = 40'-0"3/10/2017 11:21:51 AM A1-1 PLAN AND ELEVATION 16-01-0116XXXXX 222nd ST. W.,LAKEVILLE MN 55044CLIENT 16-01-0116 03/07/17 MFB JAC 1 " = 4 0 ' - 0 " A1 - 1 1 FL O O R P L A N N 0'20'40'80'160' 1 " = 4 0 ' - 0 " A1 - 1 2 FR O N T E L E V A T I O N No. Description Date EXHIBIT N Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us February 21, 2017 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: LAUNCH PARK FIRST ADDITION The Dakota County Plat Commission met on February 21, 2017, to consider the preliminary and final plat of the above referenced plat. The plat is adjacent to County State Aid Highway (CSAH) 23 or Cedar Avenue, and is therefore subject to the Dakota County Contiguous Plat Ordinance. The plat includes an industrial use with one lot and one outlot at this time. The rights-of-way needs are 60- feet of half right of way. The transition from a four-lane divided roadway to a two-lane/three-lane roadway is located just north of this existing site. Restricted access is shown along all of CSAH 23, except one access opening for 222nd Street West. The city street (222nd St. W.) is being dedicated to the easterly boundary for potential future use. A quit claim deed to Dakota County is required for access restriction along CSAH 23 at the time of recording the plat mylars. A bypass lane along with right and left turn lanes will be required by the Transportation Permitting Department. 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 7,400 ADT and are anticipated to be 12,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. 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. EXHIBIT N 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: William Matzek, Kimley-Horn 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA LAUNCH PARK CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On March 16, 2016 the Lakeville Planning Commission met at it’s regularly scheduled meeting to consider the application of Launch Properties for a conditional use permit to allow an alternate building exterior finish for the construction of an industrial building on Lot 1, Block 1, Launch Park as described on the preliminary plat. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 8 and is classified as Industrial on the Comprehensive Land Use Plan. 2. The property is zoned I-2, General Industrial District. 3. The legal description of the property is: Lot 1, Block 1, Launch Park First Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the Official City Comprehensive Plan. The proposed building exterior of painted or stained pre-cast concrete wall panels is consistent with the policies and provisions of Planning District 8 of the Comprehensive Land Use Plan. b) The proposed use is or will be compatible with future land uses of the area. The proposed industrial building with painted or stained pre-cast concrete wall panels will be compatible with existing and future land uses in the area. 2 c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. The proposed industrial building with painted or stained pre-cast concrete exterior wall panels will conform with all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. The proposed industrial building will be served by public sanitary and water services. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Traffic generation by the proposed industrial use will be within the capabilities of the streets serving the property. 5. The planning report dated March 10, 2017 prepared by Associate Planner Frank Dempsey is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit in the form attached thereto. Dated: March 16, 2017 LAKEVILLE PLANNING COMMISSION BY: ___________________________ Jason Swenson, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Christina Orlowsky, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Alex Jordan, Project Engineer Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: March 10, 2017 Subject: Launch Park Lakeville • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Utility Plan Review • Preliminary Site Plan Review BBAACCKKGGRROOUUNNDD Launch Properties has submitted a preliminary plat to be known as Launch Park First Addition. The Developer has also submitted a site plan for a proposed manufacturing, warehouse and office building and parking lot to be constructed on Lot 1, Block 1. The proposed development is located east of and adjacent to Cedar Avenue (CSAH 23), south of land owned by Airlake Development Inc., west of the Lakeville corporate limits, and north of the Lakeville corporate limits and land owned by Metropolitan Airport Commission for the Airlake Airport. The site is zoned I-2, General Industrial District. The preliminary plat consists of two lots within one block on 45.92 acres. The Developer is dedicating 0.91 acres as Cedar Avenue (CSAH 23) right-of-way. SSIITTEE CCOONNDDIITTIIOONNSS LLAAUUNNCCHH PPAARRKK FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22001177 PPAAGGEE 22 OOFF 66 The Launch Park First Addition site is undeveloped cultivated agricultural land. Wetlands have been identified on the site. 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 First Addition is located east of and adjacent to Cedar Avenue, a low density minor arterial County roadway as identified in the City’s Transportation Plan. Cedar Avenue is currently constructed as a two-lane rural section roadway. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its February 21, 2017 meeting. The Developer will dedicate 60-feet of east half right-of-way with the final plat, as shown on the preliminary plat to satisfy the County’s right-of-way requirements. Restricted access is shown along all of Cedar Avenue, except one access opening for 222nd Street West, consistent with Dakota County’s Access Spacing Guidelines. The Developer is required to coordinate with Dakota County to determine the extent of improvements that will be required along Cedar Avenue. The plan for any County road improvements must be approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. 222nd Street Launch Park First Addition includes the construction of 222nd Street, a local industrial roadway. 222nd Street will be constructed as a rural section roadway to promote infiltration and stormwater treatment. 222nd Street will be constructed as a 40-foot wide paved section and two-foot gravel shoulders within an 80-foot right-of-way. Dedicated right and left turn lanes will be constructed along Cedar Avenue at the 222nd Street intersection. A temporary cul-de-sac on 222nd Street is planned within a temporary easement on Lots 1 and 2, Block 1, Launch Park First Addition. A temporary turnaround easement and escrow for future removal of the temporary cul-de-sac will be required with the final plat. 222nd Street will be required to be extended to the east plat boundary of Lot 2, Block 1 with the future development of Lot 2, Block 1, Launch Park First Addition. SITE PLAN REVIEW A preliminary site plan was submitted for Lot 1, Block 1, Launch Park First Addition. The site plan features a 286,000 square foot warehouse with office space and parking lot. 88 trailer parking spaces have been provided in a paved parking lot accessible from the proposed 222nd Street. Trailer parking spaces are 50’ deep and 12’ wide. LLAAUUNNCCHH PPAARRKK FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22001177 PPAAGGEE 33 OOFF 66 Parking for 303 automobiles, including 12 designated handicapped spaces, has been provided in a paved parking lot. Three access drives from 222nd Street serve this lot. Automobile parking spaces are 20’ deep and 9’ wide. A final site plan must be submitted and reviewed prior to the issuance of a Building Permit for Lot 1, Block 1, Launch Park First Addition. SSPPEECCIIAALL AASSSSEESSSSMMEENNTT AAGGRREEEEMMEENNTT ((MM..SS.. 442299)) The Developer has made an initial request to the City for construction of the public improvements to serve the development to be completed by the City through a Special Assessment Agreement, which the Developer would be assessed for the full cost of the public improvements. The Developer must submit a formal petition to the City Council to construct the public improvements associated with the development and certify that as the property owner they agree to pay 100% of the assessment for the public improvements. The public improvements would include, but are not limited to, the construction of 222nd Street, sanitary sewer from the Elko/New Market interceptor to Lot 1, Block 1 along 222nd Street, and watermain from stub along Cedar Avenue to the east plat boundary of Lot 1, Block 1 along 222nd Street. The assessment project would need to be completed following the process included in Minnesota Statute Chapter 429 (Local improvements, special assessments). The feasibility study for the project would be completed by City staff. The final construction plans and specifications would be required to be prepared by the Developer’s engineer, at the Developer’s expense. The City would provide a review of the plans and specifications to ensure that they are completed per City requirements. The City project would be required to be competitively bid, consistent with State Statutes. If the public improvements are constructed by the City through an assessment agreement, the Developer will not be required to provide the City with a security with the final plat for the public improvements. The Developer would be required to pay the fee for engineering administration with the final plat, calculated as 3% of the cost of the public improvements. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be off of Cedar Avenue. The Developer is required to coordinate accesses to Cedar Avenue with the City and Dakota County. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication Fee has not been collected on the parent parcels and will be required with the final plat. No future park or trail needs within this development are indicated in the City’s Parks, Trails, and Open Space Plan. LLAAUUNNCCHH PPAARRKK FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22001177 PPAAGGEE 44 OOFF 66 UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Launch Park First 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 parent parcels were annexed into the City after the development of the Comprehensive Sewer Plan. The parcels can be served by sewer with 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 existing MCES-owned downstream facilities are adequate to convey the wastewater generated by the proposed development. The Developer proposes to extend public sanitary sewer from the MCES interceptor to the site along the east property boundary and the proposed 222nd Street. Private sanitary sewer will extend from public main with 222nd Street to serve Lot 1, Block 1. The Sanitary Sewer Availability Charge has not been collected and must be paid with the final plat. WWAATTEERRMMAAIINN Development of Launch Park First Addition includes the extension of public watermain. As identified in the City’s Water Plan, a 12-inch watermain will be extended to the site from an existing stub along Cedar Avenue north of the site and looped along the proposed 222nd Street around the proposed building to a proposed stub along Cedar Avenue. Watermain to the north of and along proposed 222nd Street shall be City-owned and the remainder privately-owned and maintained. The Developer is responsible for obtaining any easements or permits required to extend the public watermain south along Cedar Avenue to 222nd Street. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Launch Park First Addition is located within subdistrict SC-1B, of the South Creek District of the City’s Comprehensive Water Resources Management Plan. The land use on the site is currently agriculture and soils are classified as hydrologic soil group (HSG) A. Drainage on the existing site generally flows from the southwest to the northeast to an existing creek. The proposed drainage plan splits the site into several drainage areas and provides pre- treatment and infiltration for each area. Areas within Lot 1, Block 1, Launch Park First Addition drain to interior privately-owned and maintained stormwater and infiltration basins which ultimately outlet northeast of the site to an existing creek via a temporary stormwater ditch. The proposed basin located north of 222nd Street is temporary stormwater treatment which must be revised to permanent stormwater management including pre-treatment with the development of the parcel to the north or Lot 2, Block 1. An escrow will be required for the removal of the basin to the north of 222nd street with the final plat. The design and installation LLAAUUNNCCHH PPAARRKK FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22001177 PPAAGGEE 55 OOFF 66 of the stormwater facilities will be the responsibility of the Developer. The proposed stormwater management design must meet the City’s requirements for rate and quality control. Changes must be incorporated into the final plans prior to issuance of a grading permit or City Council consideration of the final plat. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits 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. SSTTOORRMM SSEEWWEERR Development of Launch Park First 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 parcels and must be paid with the final plat. FFEEMMAA FFLLOOOODDPPLLAAIINN AANNAALLYYSSIISS Lake Park First 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 A wetland delineation report must be finalized, reviewed and approved for the site prior to issuance of a grading permit or City Council consideration of the final plat. If any wetlands are identified on the site, the Developer must meet all of the requirements of the Wetland Conservation Act. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. TTRREEEE PPRREESSEERRVVAATTIIOONN LLAAUUNNCCHH PPAARRKK FFIIRRSSTT AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22001177 PPAAGGEE 66 OOFF 66 There are no trees within the site. With final plat the Developer must include a planting plan for Basin 4 (southeast basin) that includes native trees and shrubs in and around the basin. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction must be documented in the SWPPP. A maintenance schedule for the first 2 years must be included in the plans for the pond and infiltration areas. This must include mowing 2 to 3 times, 30 days apart during the first year with the mower deck set about 6-8 inches off the ground. The second year, the pond areas must be mowed once before weeds set their seeds. This will reduce weed establishment, and help stimulate the desirable vegetation. This will cut down on maintenance in the long-term. The site drains to a DNR trout stream. Additional best management practices will be required to protect the resource. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the Developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, grading and erosion control plan, utility plan, and site plan for Launch Park First Addition, subject to the requirements and stipulations within this report, including: 1. The stormwater management plan must be revised to meet the City’s requirements for rate and quality control, prior to issuance of a grading permit or City Council consideration of the final plat. 2. A wetland delineation must be completed, prior to issuance of a grading permit or City Council consideration of the final plat. 3. A temporary turnaround easement shall be submitted prior to City Council consideration of the final plat. 4. Submit a planting plant for Basin 4 (southeast basin) that includes native trees and shrubs in and around the basin, prior to City Council consideration of the final plat.