Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item 05a - Airlake DEA 2nd Addition Prelim Plat
1 City of Lakeville Memorandum To: Planning Commission From: Heather Botten, Senior Planner Date: February 11, 2025 Subject: Packet Material for the February 20, 2025 Planning Commission Meeting Agenda Item: Preliminary Plat for Airlake DEA 2nd Addition Action Deadline: March 22, 2025 ACKGROUND Dakota Electric Association (DEA) representatives have submitted a preliminary plat for Airlake DEA 2nd Addition. The proposed plat includes one lot and one outlot on a 77.85 acre parcel. DEA is looking to move, expand, and upgrade from their existing headquarters in Farmington. The proposed development of Lot 1 would include a 176,685 square foot, office/warehouse/storage building along with parking, outdoor storage, and stormwater improvements. The property is located east of Cedar Avenue (CSAH 23) and north of 225th Street, south of future 222nd Street. The subject property was annexed into the City in 2021. The preliminary plat plans have been reviewed by the Engineering Division and Parks and Recreation Department. The following exhibits are attached for your information: EXHIBITS A. Location Map B. Zoning Map C. Preliminary Plat D. Site Dimension Plan E. Grading, Drainage, & Erosion Control Plan F. Utility Plan G. Landscape Plan H. Photometric Plan I. Building Elevations 2 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 South Bachman’s Growing Fields 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 Hat Trick and Metropolitan Airports Commission Property Industrial and Outside City Limits. Eureka Township Comprehensive Plan guides for agricultural use I-2, General Industrial and Agriculture per Eureka Township Zoning Map PLANNING ANALYSIS PRELIMINARY PLAT Zoning and Comprehensive Plan consistency. The property is currently guided Industrial and located in Planning District No. 6 of the Comprehensive Land Use Plan. The property is in the Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The property is zoned I-2, General Industrial. The proposed lot and outlot meet the minimum lot size and width requirements for future development in the I-2 district. The proposed preliminary plat meets the recommended goals and objectives of the zoning code and comprehensive plan. Existing Site Conditions. The site is currently undeveloped; historically used for agricultural production of row crops. Lot/Block/Outlot. The preliminary plat of Airlake DEA 2nd Addition consists of one lot and one outlot. The lots proposed with the preliminary plat exceed the minimum lot area and lot width requirements for the I-2, General Industrial District. Preliminary Plat Lots Lot Area and Lot Width Requirements Lot 1 Outlot A Streets. The initial plat of Airlake DEA included the dedication of right-of-way for the future construction of 222nd Street up to the east boundary of the plat, which is also the 3 municipal boundary. 222nd Street is a local rural industrial street constructed as a 40-foot- wide paved section within an 80-foot right of way. th Street is an unpaved road that runs along the southern portion of the plat that will provide two access points to Lot 1. Eureka township owns and maintains 225th Street. There are no current plans to improve the road. Grading, Drainage and Utilities. City sanitary sewer and water is currently available to the site, located west of the property. 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. Proposed grading, drainage, erosion control, and utility plans for Airlake DEA Second Addition are shown on the attached civil plans. Wetlands. There are no wetlands on the site. Tree Preservation. There are no significant trees within the Airlake DEA 2nd Addition preliminary plat. 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. No public trails or sidewalks are being constructed with this plat. Park dedication will be satisfied with a cash fee determined by calculating a rate of $5,615 per acre for industrial zoned property for the net area of the lot being final platted. Proposed Lot 1, Block 1 is 38.50 acres in size and must pay park dedication with Airlake DEA 2nd Addition final plat. •Lot 1, Block 1: 38.50 acres x $5,615 per acre = $216,177.50 •Outlot A: N/A- Will be paid at the time of development SITE PLAN REVIEW Building Setbacks. The I-2, Industrial District requires the following setback requirements: Front Yard W. Side Yard E. Side Yard Rear Yard Minimum 40 feet 10 feet 10 feet 30 feet Proposed 240 feet 150+ feet 200+ feet 700+ feet 4 Building Height. The maximum height of a building in the I-2 zoning district is 50 feet. The proposed building at its tallest point is 40 feet, complying with code requirements. Building Design. The new facility for Dakota Electric Association consists of several different functions housed within adjoined building structures. Office functions are housed in a roughly 70,000 square foot two-story building. There will also be warehouse and maintenance storage and company enclosed vehicle storage. th Street, is composed of the following materials: o Grade A: 55%: Stone: 1,725 SF = 24% of total south; Glass: 2,250 SF = 31% of total south; and, o Grade C: 45%: Architectural Metal Panel & ACM (ornamental metal): 2,500 SF; 750 SF = 45% of total south Parking. The site plan demonstrates three separate parking lots. Based on the building’s size and the proposed uses, 203 parking spaces are required to be provided. The number and design of the parking spaces for each lot and drive aisles meets the requirements of the Zoning Ordinance. Parking Lot and Drive Setbacks. The parking lot meets or exceeds the minimum setbacks from a property line. The two egress points on 225th Street comply with spacing guidelines in the City Code. Outdoor Storage. The outdoor storage area is required to be asphalt, concrete or pavers. The applicant has stated the outdoor storage area will be constructed with asphalt and/or concrete. Landscaping. Landscaping on the site includes foundation plantings along the office portion of the building, parking lot screening along the south, and parking lot landscaping within the islands. All of the landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with the Zoning Ordinance. A financial security will be required with the final plat to guarantee installation of the approved landscaping. Trash Enclosure. If trash will be kept outdoors in an enclosure, the structure must meet the requirements of Section 11-18-11, including exterior materials, location, and screening. All outdoor trash enclosures must be screened with a structure that is a minimum of six feet in height or one foot taller than the containers and must be constructed of materials that match the architecture of the principal building. Site Lighting. The submitted lighting plan shows that the proposed lighting on site meets the Zoning Ordinance requirement of light levels not exceeding one foot candle at the property line along right-of-way. The light pole height may not exceed 35 feet for height and the fixture style is a downcast LED light to meet the ordinance requirements. Signs. Wall signs shown on the building elevations are illustrative only. One monument sign would be permitted for the site. Sign permits must be issued prior to the installation of signs on the site. Mechanical Equipment. Mechanical equipment will be located on the ground near the loading dock. Screening materials must be aesthetically harmonious and compatible with the building. 5 Fuel Storage. Three fuel tanks are proposed along the westerly property boundary. An administrative permit is required for the installation of these tanks. RECOMMENDATION nd Addition preliminary plat subject to the following stipulations: City of Lakeville Memorandum To:Heather Botten, Senior Planner From:Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks & Recreation Director Copy:Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date:February 11, 2025 Subject:Airlake DEA 2nd Addition •Preliminary Plat Review •Preliminary Grading and Erosion Control Plan Review •Preliminary Landscaping Plan Review •Preliminary Utility Plan Review BACKGROUNDBACKGROUND Dakota Electric Association (DEA) representatives have submitted a preliminary plat named Airlake DEA 2nd Addition along with preliminary plans to construct a commercial building on one (1) block with one (1) outlot on 77.85 acres. The parent parcel (PID No. 220030001013) is zoned I-2, General Industrial. The proposed development is located east of Cedar Avenue (CSAH 23) and the existing extension of 222nd Street, north of and adjacent to 225th Street and Eureka Township, west of Flagstaff Avenue and Eureka Township and south of and Farmington and the future CSAH 70 roadway alignment. The parent parcel consists of Outlot A, Airlake DEA. AAIRLAKEIRLAKE DEADEA 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT FFEBRUARYEBRUARY 11,11, 20252025 PPAGEAGE 22 OFOF 66 The outlots created with the preliminary plat shall have the following use: Outlot A: Future Development; retained by Developer (39.35 acres) The proposed development will be completed by: Developer: Dakota Electric Association (DEA) Engineer/Surveyor: Kimley-Horn and Associates, Inc. SITESITE CONDITIONSCONDITIONS The existing parcel consists of Outlot B, Airlake DEA and right-of-way dedication for 222nd Street. The site consists of undeveloped agricultural land. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. STREETSTREET ANDAND SUBDIVISIONSUBDIVISION LAYOUTLAYOUT 222nd Street Airlake DEA 2nd Addition includes the extension of 222nd Street from its existing terminus at the intersection of 222nd Street and Garvey Lane through the western plat boundary. The roadway is a 40-foot-wide rural roadway terminating in a cul-de-sac. The developer is dedicating the necessary 80-foot right-of-way for 222nd Street with the Airlake DEA 2nd Addition final plat. A temporary public roadway, drainage and utility easement shall be placed over the temporary cul-de-sac. The Developer shall submit an approved final plan for the extension of 222nd Street prior to approval and recording of the Airlake DEA 2nd Addition final plat. Airlake DEA 2nd Addition includes the platting of right-of-way for 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. 222nd Street will be constructed in the future by the developer of the parcel to the north; the Developer for Airlake DEA 2nd Addition will be assessed for their portion of construction at the time of construction. A special assessment agreement shall be entered into prior to recording of the final plat. CSAH 70 Future CSAH 70 will require future right-of-way dedication along Outlot A, Airlake DEA 2nd Addition. The right-of-way dedication will be required to follow the recommendations of the Dakota County Plat Commission. AAIRLAKEIRLAKE DEADEA 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT FFEBRUARYEBRUARY 11,11, 20252025 PPAGEAGE 33 OFOF 66 CONSTRUCTIONCONSTRUCTION ACCESSACCESS Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from 222nd Street within Lakeville. Access from 225th Street falls under the jurisdiction of Eureka Township. PARKS,PARKS, TRAILSTRAILS ANDAND SIDEWALKSSIDEWALKS The Park Dedication requirement for the parent parcel has not been paid and will be calculated and satisfied through a cash contribution with the final plat. UTILITIESUTILITIES SSANITARYANITARY SSEWEREWER Airlake DEA 2nd Addition is located within the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility via the MCES Elko/New Market Interceptor monitored by meter M646. Airlake DEA 2nd Addition includes the extension of public sanitary sewer. 8-inch sanitary sewer will be extended from the existing terminus at the western plat boundary to the east of the 222nd Street cul-de-sac to be constructed with Airlake DEA 2nd Addition. Public sanitary sewer will be required to be extended along 222nd Street at the time the road is extended to the eastern plat boundary to service Outlot A, Airlake DEA. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required with the final plat. The fee will be based on the rate in effect at the time of final plat approval. WWATERMAINATERMAIN Development of Airlake DEA 2nd Addition includes construction of 12-inch public watermain. This watermain will be extended from the existing watermain stub on 222nd Street. The watermain shall be extended through the temporary cul-de-sac and terminate in a fire hydrant east of the cul-de-sac. AAIRLAKEIRLAKE DEADEA 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT FFEBRUARYEBRUARY 11,11, 20252025 PPAGEAGE 44 OFOF 66 Public watermain will be required to be extended along 222nd Street at the time the road is extended to the eastern plat boundary to service Outlot A, Airlake DEA. DRAINAGEDRAINAGE ANDAND GRADINGGRADING nd Addition is located within the South Creek stormwater district as identified in the City’s Water Resources Management Plan. nd Addition includes the construction of a privately owned and maintained stormwater management infiltration basin to collect and treat the stormwater runoff generated from the site. The Developer shall submit an approved final stormwater management plan for the site prior to approval and recording of the Airlake DEA 2nd Addition final plat. The Developer shall submit an approved final grading plan prior to approval and recording of the Airlake DEA 2nd Addition final plat and issuance of a grading permit. nd Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. STORMSTORM SEWERSEWER nd Addition includes the construction of a public storm sewer system in conjunction with drainage swales. Public storm sewer constructed within 222nd Street right-of-way will convey runoff offsite to the north via an existing drainage swale to an identified wetland and DNR identified trout stream. A grading, drainage and utility easement will be required for the construction of the storm sewer outlets west of the plat boundary. AAIRLAKEIRLAKE DEADEA 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT FFEBRUARYEBRUARY 11,11, 20252025 PPAGEAGE 55 OFOF 66 Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. FEMA FLOODPLAIN ANALYSIS nd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA (Map number 27037C0214E). Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WETLANDSWETLANDS TREETREE PRESERVATIONPRESERVATION nd Addition final plat in accordance with city ordinance 10-4-11. EROSIONEROSION CONTROLCONTROL RECOMMENDATIONRECOMMENDATION AAIRLAKEIRLAKE DEADEA 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT FFEBRUARYEBRUARY 11,11, 20252025 PPAGEAGE 66 OFOF 66 Engineering recommends approval of the Airlake DEA 2nd Addition preliminary plat, preliminary erosion control plan and grading plan, preliminary utility plan, and preliminary landscape plan subject to the requirements and stipulations within this report. Dakota County, Maxar, Microsoft± 222ND ST Airlake DEA 2nd Addition plat area 215TH ST (CSAH 70) Eureka Township City of Farmington FL A G S T A F F A V E City of Lakeville Location Map Airlake DEA 2nd Add Preliminary Plat 225TH ST EXHIBIT A Dakota County, Maxar, Microsoft± 222ND ST Airlake DEA 2nd Addition plat area I-2 I-2 P/OS 215TH ST (CSAH 70) Eureka Township City of Farmington FL A G S T A F F A V E EXHIBIT B City of Lakeville Zoning Map Airlake DEA 2nd Add Preliminary Plat 225TH ST I-2 I-2 225TH ST FL A G S T A F F A V E ITEM 11 F L A G S T A F F A V E N U E FLOOD ZONE X 2 2 5 T H S T R E E T W E S T ITEM 12 2 2 2 N D S T R E E T W E S T AIRLAKE DEA OUTLOT B AIRLAKE DEA OUTLOT A FUTUR E 222ND S T R E E T W E S T OUTLOT A OUTLOT B PROPOSED TEMPORARY 30' ROW EASEMENT 40 . 0 0 ' 10' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT 50' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT 10' UTILITY AND DRAINAGE EASEMENT ROW DEDICATION R50.00' 40 . 0 0 ' PR E P A R E D F O R PR E L I M I N A R Y P L A T - A I R L A K E D E A EX-1 DA K O T A E L E C T R I C - LA K E V I L L E HA T T R I C K I N V E S T M E N T S , LL C LA K E V I L L E MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 02 / 0 6 / 2 0 2 5 AS S H O W N CG M MO B BM W 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 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER 2 0 2 4 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 . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ L A U N C H P R O P E R T I E S \ L A K E V I L L E - A D E L M A N N F A R M \ 3 D e s i g n \ C A D \ E x h i b i t s \ D a k o t a E l e c t r i c \ P r e l i m P l a t 1 s t A d d i t i o n . d w g F e b r u a r y 0 6 , 2 0 2 5 - 6 : 1 2 p m © BY RE V I S I O N S No . DA T E Know what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPOSED PROPERTY LINE LEGEND ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 11995 SINGLETREE LN, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE: (612) 315-1272 DEVELOPER HAT TRICK INVESTMENTS, LLC 2866 WHITE BEAR AVE N MAPLEWOOD, MN 55109 TELEPHONE: (612) 987-9966 CONTACT: DAN REGAN SURVEYOR EGAN, FIELD AND NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER That part of the Northeast Quarter of Section 3, Township 113, Range 20, Dakota County described as follows: Commencing at the southeast corner of said Northeast Quarter; thence South 89 degrees 39 minutes 13 seconds West, assumed bearing, along the south line of said Northeast Quarter, a distance of 1003.65 feet to the east line of the West 1664.35 feet of said Northeast Quarter; thence North 00 degrees 18 minutes 22 seconds East along said east line of the West 1664.35 feet of said Northeast Quarter, a distance of 33.00 feet to the northerly right of way line of 225th Street West and the point of beginning of said parcel to be described; thence South 89 degrees 39 minutes 13 seconds West along said northerly right of way line of 225th Street West, a distance of 1664.46 feet to the west line of said Northeast Quarter; thence North 00 degrees 18 minutes 22 seconds East, along said west line of said Northeast Quarter, a distance of 1700.08 feet; thence North 86 degrees 21 minutes 53 seconds East, a distance of 886.88 feet; thence North 73 degrees 56 minutes 15 seconds East, a distance of 1141.48 feet to the east line of the West 1980.00 feet of said Northeast Quarter; thence South 00 degrees 18 minutes 22 seconds West, along said east line of the West 1980.00 feet of said Northeast Quarter, a distance of 1403.13 feet to the north line of the South 690.00 feet of said Northeast Quarter; thence South 89 degrees 39 minutes 13 seconds West, along said north line of the South 690.00 feet of the Northeast Quarter, a distance of 315.67 feet to the east line of the West 1664.35 feet of the Northeast Quarter; thence South 00 degrees 18 minutes 22 seconds West, a distance of 657.04 feet to said northerly right of way line of 225th Street West and to the point of beginning. Containing 3,406,316 square feet or 78.20 acres, more or less. Abstract Property DEVELOPMENT PARCEL LEGAL DESCRIPTION PROPERTY SUMMARY AIRLAKE DEA OUTLOT A ± 31.75 AC AIRLAKE DEA OUTLOT B ±77.85 AC ROW DEDICATION ±4.98 AC TOTAL AREA ±114.58 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 6 / 2 0 2 5 53 1 1 3 EXISTING PROPERTY LINE PROPOSED EASEMENT EXISTING EASEMENT PROPOSED BUILDING ±176,685 SF FFE: 949.25 STORAGE LOT 222ND ST W 225TH ST W TURF TRAINING YARD STORMWATER MANAGEMENT AREA ± 2.70 AC GUEST PARKING EMPLOYEE PARKING EMPLOYEE PARKING STORAGE LOT CONCURRENT CONSTRUCTION OF 22ND ST W EXTENSION TO BE COMPLETED BY OTHERS MECHANICAL EQUIPMENT TO BE IN THESE LOCATIONS. TO BE SCREENED WITH A WALL ADDITIONAL EQUIPMENT SIMILAR TO EXISTING SITE BUILDING DATA SUMMARY PARKING REQUIRED PARKING (WAREHOUSE / OFFICE) 357 SPACES TOTAL PROPOSED PARKING 374 SPACES ADA STALLS REQ'D / PROVIDED 8 STALLS / 9 STALLS PROPERTY SUMMARY DAKOTA ELECTRIC - LAKEVILLE TOTAL PROPERTY AREA 78.20 AC EXISTING PERVIOUS AREA 78.20 AC PROPOSED IMPERVIOUS AREA 25.98 AC PROPOSED PERVIOUS AREA 52.22 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED SECURITY FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 4 - S I T E P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 1 : 4 5 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK, INC., DATED 01/25/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 78.20 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 10' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 17.FOR OFFSITE IMPROVEMENTS, SEE THE OFFSITE IMPROVEMENTS PLANS. NORTH 0 GRAPHIC SCALE IN FEET 100 50 100 200 PR E P A R E D F O R OV E R A L L S I T E PL A N C400 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN C402 C401 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 C403 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W 8' TALL PROPOSED FENCE - 7' GALVANIZED CHAIN LINK W/ 1' BARBED WIRE. PROPOSED ORNAMENTAL FENCE B.O.D AMERISTAR 225TH ST W PROPOSED BUILDING ±176,685 SF FFE: 949.25 30.0' 10.0'24 . 0 ' 24.0'24.0' 13.5'13.5' 30.0' 13.5'13.5'15.0' 24.0' 20 . 0 ' 24 . 0 ' 24 . 0 ' 24 . 0 ' 24 . 0 ' 24.0' 24.0' 20 . 0 ' 10.0' 75 . 1 ' 30 . 0 ' 30.0' 5. 0 ' 5. 0 ' 30.0'165.0' 40 . 0 ' 40 . 0 ' 40 . 0 ' 10.0' 10.0' 5.0' 5. 0 ' 15 . 0 ' 5.0' 5. 0 ' 15 . 0 ' 5.0' 24 . 0 ' 40 . 0 ' 24 . 0 ' 40 . 0 ' 24 . 0 ' 40 . 0 ' 50 . 3 ' 20.0' 20.0' 30.0' 10 . 0 ' 10 . 0 ' 10.0' E E E E H H G S N N N N N L L Q K Q KQ KQ A H Q H F R A A B B B C C C K A D D A I I C U C F U C F A A H H G U OO P P O O O P B C A A A A A A A A 65.0' 98 . 1 ' 20 . 0 ' 40 . 0 ' 24 . 0 ' 20 . 0 ' 10.0' 10.0' 10.0' 20.0'10 . 0 ' 95.0' 10 5 . 0 ' 61 . 7 ' 30.0' 30 . 0 ' G C V V K N Q A 20 . 0 ' N H R30.0' Q Q N Q N G R30.0' R30.0'R30.0' B W W W T B Y Z Z Z Z ZZ Z Z Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z 24 . 0 ' M MECHANICAL EQUIPMENT TO BE IN THESE LOCATIONS. TO BE SCREENED WITH A WALL Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 4 - S I T E P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 1 : 4 5 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W NORTH 0 GRAPHIC SCALE IN FEET 40 20 40 80 PR E P A R E D F O R SI T E P L A N EN L A R G E M E N T C401 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN C402 KEYNOTE LEGEND B618 CONCRETE CURB & GUTTER (TYP.) SEE DETAIL SHEET C410 CURB TRANSITION FROM 6" TO FLUSH (SEE GRADING PLAN) SEE DETAIL SHEET C411 FLUSH CURB AND WALK MATCH EXISTING EDGE OF PAVEMENT / CURB AND GUTTER HEAVY DUTY ASPHALT - SEE DETAIL SHEET C411 STANDARD DUTY ASPHALT - SEE DETAIL SHEET C411 CONCRETE PAVEMENT - SEE DETAIL SHEET C411 CONCRETE SIDEWALK - SEE DETAIL SHEET C411 CONCRETE DRIVEWAY APRON - SEE DETAIL SHEET C410 GRAVEL PAVEMENT - SEE DETAIL SHEET C411 NO PARKING SIGN- SEE DETAIL SHEET C411 SECURITY FENCE - CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION 6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL SHEET C411 ACCESSIBLE PARKING AREA - SEE DETAIL SHEET C411 AREA STRIPED WITH 4" WHITE SOLID LINES @ 45° 2' O.C. 4" WIDE PAINTED WHITE SOLID LINE, TYP. ADA PARKING SIGN (TYP) - SEE DETAIL SHEET C411 CONCRETE WHEEL STOP - SEE DETAIL SHEET C411 TRASH ENCLOSURE - BY OTHERS FUEL TANKS - BY OTHERS LANDSCAPE AREA - SEE LANDSCAPE PLAN SHEETS L100-L200 SECURITY GATE - BY OTHERS RETAINING WALL / SCREEN WALL - REFER TO ARCHITECTURE PLANS TRAINING YARD - SEE LANDSCAPE PLAN SHEETS L100-L200 MONUMENT SIGN LIGHT POLE / WALL PACK A B C D E F G H I J K L M N O P Q R S T U V W X Y Z DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT PROPOSED ORNAMENTAL FENCE B.O.D AMERISTAR 8' TALL PROPOSED FENCE - 7' GALVANIZED CHAIN LINK W/ 1'BARBED WIRE. 1 0. 8 3 % 0. 2 7 % 3. 2 4 % 0.1 5 % 0.2 1 % 0. 4 3 % 0.3 4 % 0.04% 0.44% 0.1 7 % 0.21 % 0. 2 0 % 935 935 940 940 945 945 934 934 936 936 937 937 93 8 93 8 938 938 939 939 94 1 941 941 941 94 1 94 1 941 942 942 94 2 94 2 942 94 3 943 943 944 944 944 94 2 94 2 94 3 943 PROPOSED BUILDING ±176,685 SF CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO 48" 30"30" 36" D CD CD CD CD CD CD D 222ND ST W 225TH ST W LIMITS OF DISTURBANCE SILT FENCE ROCK CONTRUCTION ENTRANCE BIO ROLL BIO ROLL INLET PROTECTION, TYP. INLET PROTECTION, TYP. CHECK DAM, TYP. STORM SEWER HAND PLACE RIPRAP, SEE SHEET C310 FOR DETAIL, TYP BIO ROLL RIPRAP, TYP RIPRAP, TYP94 0 94 5 94 5 94 1 94 2 94 3 94 4 94 6 94 6 94 7 94 7 94 8 94 8 945 941 942 942 942 943 943 943 944 946 947 948 948 94 8 940 935 933934936937938939 942 941 937 940 940 94 0 93 9 94 7 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 3 - E R O S P H 2 P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 1 : 4 0 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W NORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET 0 GRAPHIC SCALE IN FEET 100 50 100 200 PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 2 C302 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN CD TEMPORARY SWALE CHECK DAM DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 D CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO D D 94 2 94 2 94 3 943 935 935 940 940 940 945 945 945 934 934 936 936 937 937 938 93 8 93 8 938 938 939 939 939 94 1 941 941 941 94 1 94 1 941 942 942 94 2 94 2 942 94 3 943 943 944 944 944 PROPOSED BUILDING ±176,685 SF FFE: 949.25 946 947 947 947 947 948 948 946 946 947 947 947 94 7 948 94 8 948 94 8 949 94 9 945 945945945 94 5 943 943943943943 944 944944944 944 946 946946946 94 6 94 6 946 947947947 94 7 94 7 947 947 94 8 948948948 94 8 94 8 948 948 949949949949 945 946 947 948 948 946 946 947 947 948 941 941 941 941 941 942 942 942 942 942 942 942 942 942 943 943 943 944 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 1.4 1 % 2. 6 6 % 1.43 % 2. 9 8 % 2.7 4 % 1.60% 1.60% 1.7 9 % 2.3 4 % 1.69 % 1.92% 4.21% 1.94 % 1.3 7 % 3. 0 1 % 1.62 % 1.7 7 % 1.48% 3. 5 9 % 3.4 5 % 1.7 7 % 0.44% 1. 1 6 % 0.52%0.56% 1. 1 7 % 0.53% 0. 4 5 % 1.28% 0. 5 1 % 0. 9 1 % 1.09% 1. 1 4 % 1.30% 0. 5 0 % 94 3 94 2 94 1 94 0 94 0 94 1 94 2 94 3 94 4 941 941 940 939 94 1 94 0 93 9 939 93 9 93 8 93 7 93 693 5 93 4 93 3 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 5 - G R A D I N G P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 1 : 5 1 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W PR E P A R E D F O R OV E R A L L GR A D I N G P L A N C500 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W 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 NOTATION. 10.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 11.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 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 GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 14.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 15.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 16.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 17.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 0 GRAPHIC SCALE IN FEET 100 50 100 200 NORTH DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 C503 C502 C501 D CO S S D PROPOSED BUILDING ±176,685 SF FFE: 949.25 222ND ST W 225TH ST W TURF TRAINING YARD CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO D 946 94 6 946 946 94 7 947 94 8 948 947947 946 946 94 7 942 941 936 935933934 936937 938 939 945 943 944 946 947 948 945 944944 94 6 94 7 94 8 94 0 94 0 94 5 94 1 94 1 94 2 94 2 94 3 94 4 94 6 94 7 94 8 2.09% 2. 6 4 % 1.8 4 % 3.0 7 % 2.19 % 2. 6 4 % 1.50% 2. 1 5 % 1.50% 1.50% 1.50% 1.50%1.50% 1.7 9 % 1.7 9 % 1.69 % 1.69 % 1.37% 1.58 % 1.57 % 2.00 % 2.00 % 1.7 0 % 1.8 8 % 2.0 6 % 2.3 0 % 1.8 7 % 1.93 % 1.47 % 0.4 8 % 2.3 1 % 2. 6 1 % 2.8 5 % 1.51 % 1.5 7 % 0.73 % 1.03% 1.7 7 % 2.5 7 % 2.0 3 % 2.9 6 % 1.48% 1.48% 1.29% 2.52 % 1.94 % 1.48% 1.7 7 % 1.7 7 % 1.7 7 % 1.7 7 % 1.7 7 %1.7 7 % 1.7 7 % 1.7 7 % 1.9 0 % 1.9 0 % 1.9 0 % 1.9 0 % 4. 2 0 % 4. 3 3 % S 2.44 % 2.33 % 1.7 7 % 1.7 7 % 945946947 935 935 940 940 940 945945 945 934 934 936 936 937 937 938 93 8 93 8 938 938 939 939 939 94 1 94 1 941 941 941 941 94 1 94 1 941 942 942 94 2 94 2 942 943 943 943 944 944 944 INFILTRATION BASIN TOP: 939.00 BOTTOM: 932.65 10 YR HWL: 935.50 100 YR HWL: 937.49 WQV ELEV: 934.75 WQV REQUIRED: 141,462 CF TOTAL VOLUME PROVIDED: 141,871 CF S 94 5 945 94 5 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 5 - S T O R M S E W E R P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 1 : 5 5 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W PR E P A R E D F O R OV E R A L L S T O R M PL A N C600 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 946.33' OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D NORTH 0 GRAPHIC SCALE IN FEET 100 50 100 200 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 C602 C601 C603 D CO S S CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO 222ND ST W 225TH ST W D CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ C 6 - U T I L I T Y P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 2 : 1 4 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W PR E P A R E D F O R OV E R A L L U T I L I T Y PL A N C700 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN 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 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO S SANITARY CLEANOUTCO S EXISTING PROPOSED 0 GRAPHIC SCALE IN FEET 100 50 100 200 NORTH DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 12 / 2 0 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CG M MO B BM W C702 C701 C703 CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO S S CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO STORMWATER MANAGEMENT AREA PROPOSED BUILDING ±176,685 SF LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SEED ALL DISTURBED AREAS (TYP.) SEED EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) 5' - 6' BOULDERS (TYP.) TRAP ROCK BOULDER PILE (TYP.) - SEE DETAIL SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREES ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA NWS NORWAY SPRUCE PICEA ABIES SSP ALGONQUIN PILLAR SWISS STONE PINE PINUS CEMBRA 'ALGONQUIN PILLAR' WHP WHITE PINE PINUS ALBA ORNAMENTAL TREES DPB DAKOTA PINNACLE® BIRCH BETULA PLATYPHYLLA 'FARGO' QUA QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREES BRO BUR OAK QUERCUS MACROCARPA ELM PRINCETON AMERICAN ELM ULMUS AMERICANA 'PRINCETON' GSL GREENSPIRE™ LINDEN TILIA CORDATA `PNI 6025` GYM KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'ESPRESSO' NRO NORTHERN RED OAK QUERCUS RUBRA PLANT KEY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ L 1 - L A N D S C A P E P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 2 : 2 4 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , R L A 12 / 2 0 / 2 0 2 4 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CF K AT K RA H NORTH 0 GRAPHIC SCALE IN FEET 100 50 100 200 LANDSCAPE SUMMARY SECTION 11-21-9: REQUIRED SCREENING AND LANDSCAPING OFF STREET PARKING AREAS: PERIMETER TREATMENT REQUIRED:A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC RIGHT-OF-WAY AND RESIDENTIALLY ZONED PROPERTIES THAT CONSIST OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS, OR EARTH BERMS OR ANY COMBINATION THEREOF. DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN 40' APART LENGTH ALONG 225TH ST W = 767.63 LF / 40 LF = 19.19 = 19 CANOPY TREES REQUIRED PERIMETER TREATMENT PROVIDED:19 CANOPY TREES AND A CONTINUOUS EVERGREEN SHRUB ROW (SETBACK 2' FROM PARKING STALLS) PROVIDED ALONG PARKING LOT PERIMETER ADJACENT TO 225TH ST W ALL GROUND AREAS UNDER THE BUILDING ROOF OVERHANG MUST BE TREATED WITH A DECORATIVE MULCH AND/OR FOUNDATION PLANTING. SCREENING REQUIRED: AREAS ADJACENT TO RESIDENTIAL ZONING PROVIDED: SEE PLAN & LANDSCAPE ENLARGEMENT L102 L101 L103 Know what'sbelow. before you dig.Call L104 SEE SHEET L201 FOR FULL SCHEDULE AND QUANITIES ECO ESSENTAILS SHORT PRAIRIE WILD FLOWER MIX (WILD) RANGE 1-3 FEET HT. SEED AT 8 LBS. AN ACRE FOR GRASS MIX SEED AT 48 OZ. AN ACRE FOR WILDFLOWER MIX SHORT PRAIRIE WILDFLOWER MIX ACCENTS ACHILLEA MILLEFOLIUM (YARROW) DRYMOCALLIS ARGUTA (PRAIRIE CINQUEFOIL) MONARDA FISTULA (WILD BERGAMOT) PENSTEMON GRANDIFLORUS (SHOWY PENSTEMON) SOLIDAGO PTARMICOIDES (UPLAND GOLDENROD) SHORT PRAIRIE GRASS ACCENTS SPOROBULUS HETEROLEPIS (PRAIRIE DROPSEED) PR E P A R E D F O R LA N D S C A P E P L A N L100 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN CO CO CO CO CO CO CO CO CO CO CO CO CO COCOCOCO A B C D E E E E E E E E E A B A B C C C C C C C C C A B A B A B A B C D A B C D B B D A B B A B C D SB STR STR PRA WILD A B C D COCO CO CO CO CO CO PROPOSED FLAG POLE (TYP.) LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SEED ALL DISTURBED AREAS (TYP.) SEED EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) MAINTENANCE STRIP (TYP.) 5' - 6' BOULDERS (TYP.) B C D E SYMBOL CODE COMMON NAME BOTANICAL NAME CONIFEROUS TREES ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA NWS NORWAY SPRUCE PICEA ABIES SSP ALGONQUIN PILLAR SWISS STONE PINE PINUS CEMBRA 'ALGONQUIN PILLAR' WHP WHITE PINE PINUS ALBA ORNAMENTAL TREES DPB DAKOTA PINNACLE® BIRCH BETULA PLATYPHYLLA 'FARGO' QUA QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREES BRO BUR OAK QUERCUS MACROCARPA ELM PRINCETON AMERICAN ELM ULMUS AMERICANA 'PRINCETON' GSL GREENSPIRE™ LINDEN TILIA CORDATA `PNI 6025` GYM KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'ESPRESSO' NRO NORTHERN RED OAK QUERCUS RUBRA CONIFEROUS SHRUBS SCJ SCANDIA JUNIPER JUNIPERUS SABINA 'SCANDIA' SGJ SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' SPJ SPARTAN JUNIPER JUNIPERUS CHINENSIS 'SPARTAN' DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA 'IROQUOIS BEAUTY' TM COR B23 FIREDANCE™ DOGWOOD CORNUS SERICEA `BAILADELINE` CSS CUTLEAF STAGHORN SUMAC RHUS TYPHINA 'DISSECTA' FLW FLAME WILLOW SALIX X 'FLAME' GDW GRAY DOGWOOD CORNUS RACEMOSA GRO GRO-LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW' LDN LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM ANDROPOGON GERARDII `BLACKHAWKS` LBS LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM PDS PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SWG SWITCH GRASS PANICUM VIRGATUM PERENNIALS BEE BEE-YOU™ BEE-MERRY BEE BALM MONARDA X 'BEE-MERRY' MOO MILLENIUM ORNAMENTAL ONION ALLIUM X 'MILLENIUM' MSY MOONSHINE YARROW ACHILLEA X 'MOONSHINE' PLANT KEY SEEDING KEYNOTES SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) WD SB STR PRA WILD SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT SOUTHWEST TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT GRASS PRAIRIE MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS, INC: 2024 SHORT PRAIRIE WILDFLOWER SEED MIX (TYP.) 5' - 6' BOULDERS (TYP.) TRAP ROCK BOULDER PILE (TYP.) - SEE DETAILTh i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . SHEET NUMBER K: \ T W C _ L D E V \ l a u n c h p r o p e r t i e s \ l a k e v i l l e - a d e l m a n n f a r m \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ d a k o t a e l e c t r i c \ L 1 - L A N D S C A P E P L A N . d w g J a n u a r y 2 0 , 2 0 2 5 - 2 : 2 5 p m BY RE V I S I O N S No . DA T E 20 2 4 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 . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 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 1 CI T Y C O M M E N T S 01 / 2 0 / 2 0 2 5 BM W DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 6 7 0 0 0 12 / 2 0 / 2 0 2 4 AS S H O W N CF K AT K RA H NORTH MATCHLINE - SEE SHEET L102 Know what'sbelow. before you dig.Call SEE SHEET L104 FOR FULL SCHEDULE AND QUANITIES DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , R L A 12 / 2 0 / 2 0 2 4 53 8 2 8 PR E P A R E D F O R LA N D S C A P E P L A N EN L A R G E M E N T L101 DA K O T A E L E C T R I C - LA K E V I L L E CO O P E R A T I V E BU I L D I N G S O L U T I O N S LA K E V I L L E MN 0 GRAPHIC SCALE IN FEET 30 15 30 60 1.1 1.3 1.5 1.6 1.7 1.7 1.6 1.5 0.9 1.9 3.3 3.5 2.5 2.3 3.3 3.7 2.8 1.6 1.0 2.4 5.9 6.0 2.9 2.4 4.7 3.9 1.6 1.0 2.1 3.8 4.0 2.6 2.3 3.5 4.1 2.9 1.5 0.9 1.2 1.6 1.8 1.9 1.9 1.8 1.7 1.5 1.1 0.8 0.9 1.1 1.4 1.4 1.3 1.0 0.9 0.9 0.8 0.9 1.1 1.4 1.4 1.2 1.0 0.9 0.8 0.8 1.2 1.4 1.6 1.8 1.8 1.7 1.5 1.3 1.0 1.0 2.1 3.4 3.5 2.5 2.3 3.3 3.6 2.6 1.3 1.0 2.6 6.1 5.8 2.8 2.5 4.9 3.5 1.3 1.1 2.2 3.9 3.8 2.5 2.3 3.5 3.9 2.7 1.2 1.3 1.5 1.7 1.7 1.7 1.7 1.5 1.3 0.7 0.7 6.6 6.6 1.2 1.5 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.6 2.7 1.0 2.2 3.9 3.9 2.5 2.3 3.4 3.8 1.1 2.6 6.2 6.0 2.9 2.6 4.8 1.3 2.4 3.8 3.9 2.8 2.7 4.1 4.7 1.3 1.8 2.2 2.4 2.5 2.5 2.4 2.1 1.0 1.7 2.6 3.1 2.9 2.2 1.6 1.2 0.9 1.7 4.0 6.3 3.9 1.9 1.2 0.9 1.7 4.0 6.3 3.9 1.9 1.1 1.1 1.8 2.7 3.2 2.9 2.1 1.5 1.1 1.3 2.0 2.3 2.5 2.5 2.3 2.1 1.7 1.4 2.8 4.2 3.6 2.4 2.4 3.6 4.0 1.3 3.2 6.6 4.6 2.3 2.4 4.8 6.6 1.1 2.6 4.2 3.4 2.1 2.1 3.6 4.4 1.3 1.5 1.6 1.6 1.6 1.7 1.60.8 0.86.7 0.9 1.1 1.2 1.2 1.0 0.7 1.3 2.6 3.3 2.6 1.3 0.7 0.7 1.4 4.0 4.8 3.8 1.4 0.7 0.7 1.3 3.0 4.0 2.9 1.3 0.7 0.7 1.0 1.4 1.5 1.4 1.0 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.7 0.7 1.0 1.2 1.3 1.2 1.0 0.7 1.3 2.7 3.5 2.7 1.3 0.7 0.7 1.4 3.9 4.0 1.4 0.7 1.3 2.8 3.8 2.9 1.3 0.7 0.9 1.3 1.4 1.3 1.0 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 6.4 3.6 4.9 6.2 5.0 3.8 2.5 1.7 1.1 0.8 0.7 0.8 1.2 2.1 3.6 5.2 4.1 2.7 1.6 0.9 0.6 0.5 0.5 0.6 0.9 1.8 3.6 5.4 4.3 1.9 0.8 5.7 6.8 7.6 6.6 5.3 4.9 3.7 2.5 1.8 1.4 1.5 2.1 3.6 5.7 6.7 6.2 4.4 2.6 1.5 0.9 0.7 0.7 0.9 1.6 3.1 5.7 7.8 6.6 3.4 1.4 0.6 5.6 6.4 6.7 6.3 5.0 5.5 5.4 4.2 3.1 2.5 2.7 3.9 5.6 5.6 6.5 5.9 6.5 5.1 3.0 1.6 1.1 1.0 1.5 2.8 5.3 7.1 7.8 7.1 4.0 1.9 0.9 5.0 6.3 6.3 6.6 5.0 4.2 4.5 4.5 4.0 3.7 4.3 5.8 6.1 5.4 6.8 5.9 5.8 6.3 4.7 2.9 1.9 1.8 2.5 4.4 6.9 7.5 8.2 4.9 2.2 0.9 4.5 6.0 5.8 6.1 5.1 3.7 3.3 3.7 4.1 4.5 5.3 6.2 5.4 5.1 6.6 5.8 4.9 5.3 5.1 3.9 2.9 2.7 3.5 5.2 6.4 6.1 8.2 8.2 5.6 2.8 1.2 4.1 5.2 5.0 5.1 4.8 3.6 2.9 2.9 3.6 4.5 5.4 5.3 4.5 4.6 5.8 5.4 4.2 4.0 4.3 4.1 3.6 3.5 4.3 5.3 5.4 6.1 7.2 7.3 5.6 3.1 1.5 3.6 4.3 4.1 4.2 4.2 3.4 2.8 2.7 3.2 4.0 4.5 4.2 3.8 4.0 4.9 4.7 3.7 3.2 3.4 3.7 3.8 4.0 4.4 4.6 4.5 5.2 6.0 6.1 5.1 3.2 1.7 3.1 3.4 3.4 3.4 3.5 3.2 2.8 2.6 2.9 3.3 3.4 3.2 3.1 3.4 4.0 4.0 3.3 2.8 2.8 3.2 3.6 3.9 4.1 4.0 3.7 4.4 4.9 5.0 4.4 3.0 1.8 2.6 2.8 2.7 2.7 2.9 2.9 2.6 2.5 2.6 2.7 2.6 2.4 2.5 2.8 3.3 3.3 2.9 2.5 2.5 2.8 3.2 3.5 3.5 3.4 3.5 3.7 4.0 4.1 3.7 2.7 1.8 2.2 2.3 2.2 2.3 2.4 2.5 2.5 2.4 2.3 2.2 2.0 1.9 2.0 2.3 2.7 2.8 2.6 2.3 2.2 2.4 2.8 3.0 3.0 2.8 3.0 3.2 3.4 3.3 3.1 2.4 1.7 1.7 1.9 1.9 1.9 2.1 2.2 2.2 2.1 2.0 1.8 1.6 1.5 1.6 1.9 2.2 2.4 2.2 2.1 2.0 2.1 2.3 2.5 2.5 2.4 2.6 2.7 2.8 2.8 2.6 2.1 1.6 1.5 1.6 1.6 1.7 1.8 1.9 2.0 1.9 1.7 1.5 1.4 1.3 1.4 1.6 1.9 2.0 2.0 1.9 1.8 1.9 2.0 2.0 2.0 2.0 2.2 2.4 2.4 2.4 2.2 1.9 1.5 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.5 1.3 1.2 1.1 1.2 1.4 1.6 1.7 1.7 1.7 1.6 1.6 1.7 1.7 1.7 1.8 1.9 2.0 2.1 2.0 1.9 1.7 1.4 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.5 1.4 1.3 1.2 1.1 1.0 1.1 1.2 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.6 1.7 1.8 1.8 1.8 1.7 1.5 1.3 1.0 1.0 1.1 1.1 1.1 1.2 1.3 1.3 1.2 1.2 1.0 1.0 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.4 1.5 1.5 1.6 1.5 1.5 1.4 1.2 1.0 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.1 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.1 1.0 1.0 0.9 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.8 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.8 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.1 1.2 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.2 1.3 1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.2 1.1 0.9 0.8 0.8 0.8 0.8 1.2 1.3 1.4 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1.5 1.4 1.2 1.0 0.9 0.8 0.8 0.8 1.3 1.5 1.6 1.7 1.6 1.5 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.4 1.4 1.6 1.7 1.7 1.5 1.3 1.1 1.0 0.9 0.8 1.3 1.5 1.6 1.8 1.9 1.8 1.7 1.5 1.4 1.4 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.3 1.6 1.7 1.8 1.9 1.9 1.7 1.5 1.3 1.1 1.0 1.5 1.5 1.6 1.8 2.0 2.1 2.1 1.9 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.6 1.5 1.9 2.0 2.1 2.3 2.2 1.9 1.6 1.4 1.2 1.1 1.8 1.8 1.8 2.0 2.2 2.4 2.4 2.2 2.0 2.0 2.0 2.1 2.1 2.0 2.0 2.0 2.0 2.1 2.1 2.0 2.0 2.0 1.7 2.3 2.4 2.5 2.7 2.6 2.2 2.1 2.1 2.3 2.3 2.3 2.1 2.0 2.1 2.5 2.8 2.8 2.5 2.3 2.4 2.5 2.6 2.5 2.3 2.1 2.1 2.3 2.5 2.5 2.5 2.5 2.4 2.0 2.9 2.9 3.1 3.3 3.0 2.5 2.4 2.6 2.8 2.9 2.8 2.5 2.3 2.3 2.7 3.2 3.3 2.9 2.6 2.8 3.1 3.2 3.0 2.6 2.3 2.3 2.6 2.9 3.0 3.1 3.2 3.0 2.2 3.6 3.5 3.8 4.0 3.4 2.8 2.8 3.1 3.4 3.6 3.4 3.0 2.6 2.5 2.9 3.7 3.9 3.3 3.1 3.4 3.8 3.9 3.5 2.9 2.6 2.6 2.9 3.4 3.8 3.9 4.0 3.6 2.5 4.5 4.4 4.7 4.8 3.8 3.3 3.5 3.8 4.0 3.9 3.8 3.6 3.1 2.8 3.2 4.2 4.7 3.9 3.7 4.2 4.5 4.2 3.7 3.3 3.0 2.9 3.3 4.0 4.7 4.9 5.1 4.3 2.6 5.5 5.3 5.6 5.6 4.3 4.2 4.6 4.6 4.1 3.7 3.7 4.0 3.9 3.4 3.6 4.8 5.6 4.5 4.5 5.1 4.9 4.0 3.5 3.6 3.7 3.5 3.8 4.7 5.7 6.0 6.4 4.9 2.6 6.1 6.3 6.4 6.2 5.1 5.6 5.8 4.7 3.5 2.9 3.1 3.9 4.7 4.6 4.1 5.1 6.4 5.1 5.3 5.9 4.5 3.2 2.9 3.3 4.2 4.5 4.6 5.2 6.5 7.1 7.5 4.8 2.2 6.4 6.9 6.7 6.5 6.2 7.2 5.8 3.7 2.4 1.9 2.1 3.0 4.4 5.6 5.1 5.1 6.7 5.5 6.3 5.5 3.3 2.2 2.0 2.6 3.7 5.2 5.6 5.6 6.7 7.4 7.6 4.3 1.7 6.9 7.3 7.4 6.6 7.0 6.4 3.9 2.2 1.4 1.1 1.2 1.7 2.9 4.6 5.8 5.5 6.3 5.8 5.7 3.6 1.9 1.2 1.1 1.5 2.5 4.1 6.0 6.3 6.4 7.0 6.2 3.0 1.2 6.0 7.5 7.8 6.6 4.9 3.2 1.8 1.1 0.7 0.6 0.7 0.9 1.4 2.4 4.0 5.7 6.6 5.9 3.7 2.0 1.1 0.8 0.7 0.8 1.2 2.1 3.6 5.3 6.7 7.3 5.0 2.2 0.9 3.6 4.3 4.8 3.5 2.5 1.5 0.9 0.6 0.5 0.5 0.6 0.9 1.5 2.4 3.6 4.9 3.4 2.1 1.1 0.7 0.5 0.5 0.5 0.7 1.1 1.9 3.3 5.1 5.5 2.9 1.2 0.5 0.4 0.4 8.4 4.6 8.2 7.3 7.9 4.7 5.2 7.3 8.3 5.2 5.6 7.3 8.1 4.9 5.1 8.1 7.1 8.3 5.6 4.9 7.9 7.2 8.3 6.2 4.6 7.6 7.5 8.0 6.1 2.3 1.1 0.9 1.2 2.0 3.6 5.3 5.6 5.3 4.5 4.6 5.6 5.8 5.6 4.8 4.8 5.6 5.7 5.3 4.4 4.3 5.3 5.9 5.4 4.4 4.2 5.1 5.9 5.7 4.5 4.2 5.0 5.9 5.6 4.0 2.5 1.6 1.8 2.9 4.6 2.3 3.3 3.6 3.4 3.0 3.1 3.6 3.8 3.6 3.2 3.2 3.6 3.7 3.4 2.9 2.9 3.4 3.7 3.4 2.9 2.9 3.3 3.7 3.5 3.0 2.9 3.3 3.7 3.5 2.8 2.3 2.3 3.2 5.0 6.8 1.7 1.9 2.1 2.0 2.0 2.0 2.1 2.3 2.2 2.1 2.1 2.1 2.2 2.1 2.0 2.0 2.0 2.1 2.0 2.0 2.0 2.0 2.2 2.1 2.0 2.0 2.1 2.3 2.3 2.3 2.5 3.1 4.3 5.7 5.6 1.3 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.3 1.4 1.4 1.4 1.5 1.5 1.7 1.8 2.1 2.7 3.5 4.3 4.5 4.0 1.0 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.7 2.1 2.6 3.2 3.3 3.2 3.0 0.8 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.4 1.6 2.0 2.3 2.5 2.4 2.3 2.4 0.7 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.8 1.7 1.7 2.0 0.7 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.3 1.4 1.4 1.4 1.3 1.4 1.8 0.7 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.2 1.6 0.6 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.3 0.6 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.9 1.2 0.6 0.4 0.7 1.0 1.3 1.2 1.2 1.2 1.4 1.3 1.2 1.3 1.4 1.3 1.2 1.3 1.4 1.2 1.1 1.1 1.3 1.5 1.2 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.9 1.1 0.6 0.5 1.0 2.2 3.1 2.4 1.8 2.4 3.2 2.5 1.9 2.4 3.2 2.5 1.9 2.4 3.1 2.4 1.5 1.7 2.7 3.0 2.1 1.1 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 0.5 0.4 1.2 4.7 5.2 5.0 2.3 4.8 5.3 5.3 2.5 4.8 5.4 5.1 2.5 4.8 5.5 4.9 1.9 2.5 5.6 5.6 3.6 1.4 0.9 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.8 0.9 1.6 1.3 1.0 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 5.5 2.6 1.4 0.8 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 5.4 3.6 1.6 0.8 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.7 5.3 2.5 1.3 0.8 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.7 1.4 1.3 1.0 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.7 1.6 1.4 1.0 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.7 5.6 2.6 1.3 0.8 0.6 0.5 0.5 0.6 0.6 0.6 0.6 0.7 5.4 3.4 1.5 0.8 0.6 0.5 0.6 0.6 0.6 0.6 0.7 0.7 4.9 2.4 1.3 0.8 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 1.3 1.2 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 1.9 1.5 1.0 0.8 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 6.0 2.8 1.4 0.8 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.9 5.6 3.4 1.6 0.9 0.7 0.6 0.7 0.7 0.8 0.9 0.9 1.0 4.5 2.3 1.3 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.1 1.3 1.2 1.0 0.8 0.7 0.7 0.8 0.8 1.0 1.1 1.2 1.2 3.1 1.7 1.7 2.8 5.6 5.6 5.9 5.7 5.8 5.2 2.9 5.3 5.5 4.6 1.7 2.5 5.4 5.7 3.6 1.4 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.4 2.9 1.7 1.8 3.5 5.3 3.1 3.1 3.0 3.4 2.7 2.1 2.6 3.2 2.3 1.5 1.7 2.7 3.0 2.0 1.2 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.5 1.6 1.9 1.5 1.7 2.6 5.0 1.6 1.8 1.7 1.7 1.4 1.4 1.4 1.4 1.3 1.1 1.2 1.4 1.4 1.3 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.3 1.5 1.7 1.9 1.2 1.3 1.6 2.1 2.6 1.9 1.5 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.3 1.3 1.4 1.7 2.0 2.3 0.8 1.0 1.6 2.9 5.8 3.7 2.0 1.1 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.2 1.3 1.5 1.6 1.6 1.7 2.0 2.3 2.8 0.7 0.9 1.7 3.5 5.5 4.9 2.3 1.2 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.1 1.3 1.5 1.8 2.0 2.1 2.2 2.4 2.7 3.3 1.0 1.1 1.5 2.5 4.8 3.3 1.9 1.2 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.6 2.0 2.4 2.8 3.0 3.1 3.3 3.9 1.4 1.3 1.3 1.6 2.0 1.9 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.0 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.4 1.7 2.1 2.6 3.4 4.0 4.3 4.2 4.5 2.3 1.4 1.2 1.4 1.7 2.5 3.6 3.9 2.8 1.9 1.7 1.7 1.6 1.5 1.3 1.2 1.3 1.4 1.5 1.4 1.4 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.8 2.2 2.8 3.7 4.7 5.7 5.8 5.5 2.9 1.5 1.3 1.7 2.4 3.0 3.2 2.9 2.3 2.0 2.2 2.5 2.6 2.3 1.8 1.6 1.8 2.3 2.6 2.4 2.0 1.7 1.7 2.1 2.5 2.7 2.4 2.0 2.0 2.4 3.2 4.2 5.1 6.2 7.3 7.2 2.6 1.5 1.5 2.4 3.8 4.7 4.5 3.3 2.5 2.5 3.2 4.4 4.6 3.7 2.6 2.1 2.6 3.7 4.6 4.3 3.0 2.2 2.3 3.1 4.3 4.6 3.8 2.7 2.3 2.9 4.3 5.4 5.8 5.6 6.3 7.5 1.6 1.3 1.6 3.4 6.0 6.2 6.6 4.9 2.7 2.8 5.0 6.6 6.2 6.0 3.5 2.3 3.6 6.1 6.1 6.5 4.8 2.6 2.7 5.0 6.5 6.2 6.0 3.6 2.4 3.8 6.3 6.5 7.1 5.8 4.0 4.2 0.9 0.8 1.1 2.6 6.2 6.3 6.8 4.0 1.7 1.8 4.2 6.8 6.4 6.0 2.5 1.5 2.6 6.2 6.3 6.8 4.0 1.7 1.7 4.2 6.8 6.4 6.1 2.6 1.6 2.7 6.3 6.6 7.1 4.5 2.3 2.1 0.3 0.3 8.4 8.4 B @ 25'B @ 25' B @ 25'B @ 25' A @ 30' A @ 30' C @ 18' C @ 18' C @ 18' C @ 18' C @ 18'C @ 18'C @ 18' C @ 18' C @ 18' C @ 18' C @ 18' C @ 18' C @ 18' C @ 18'C @ 18'C @ 18'C @ 18' B @ 25'B @ 25' A @ 30' A @ 30' A @ 30' A @ 30' A @ 30' A @ 30' A @ 30' A @ 30' E @ 40' E @ 40' E @ 40' E @ 40' G @ 40'G @ 40' A @ 30' B @ 25'B @ 25' B @ 25'B @ 25' B @ 25' Plan View Scale - 1" = 100ft DE A S I T E L I G H T I N G Designer VECTOR SALES Date 09/18/2024 Scale NOTED Drawing No. Summary 1 of 1 Schedule Symbol Label QTY Catalog Number Description Filename Lumens per Lamp LLF Wattage A 11 MRM-LED-55L-SIL-4-40- -70CRI MRM-LED-55L- SIL-4-40- 70CRI.ies 54219 1 435 B 11 MRS-LED-30L-SIL-5W- 40-70CRI MRS-LED-30L- SIL-5W-40- 70CRI.ies 29991 1 209 C 17 XWM-4-LED-21L-40 XWM-4-LED- 21L-40.ies 20766 1 150 E 4 SP-J21000W50D30N LED SP-J2- 1000W50D 30íπ N_IESNA2002.I ES 149241.3 1 2991.63 G 2 SP-J21000W50D30N LED SP-J2- 1000W50D 30íπ N_IESNA2002.I ES 149241.3 1 3988.84 Note 1. MOUNTING HEIGHTS NOTED ON DRAWING 2. CALCULATIONS TAKEN AT GROUND LEVEL 3.LAYOUT IS AN ESTIMATE Statistics Description Symbol Avg Max Min Max/Min Avg/Min HIGH MAST AREA 2.3 fc 8.4 fc 0.4 fc 21.0:1 5.8:1 MEMBER & VISITOR PARKING 1.5 fc 6.4 fc 0.6 fc 10.7:1 2.5:1 SECURE EMPLOYEE PARKING 2.2 fc 6.6 fc 0.7 fc 9.4:1 3.1:1 SECURE EMPLOYEE PARKING 121 SPACING 2.6 fc 6.7 fc 0.8 fc 8.4:1 3.3:1 ASPHALT PARKING 2.0 fc 8.4 fc 0.3 fc 28.0:1 6.7:1 FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" SECOND FLOOR 115'-0" WAD56789131211WAE1043216.9 6.812.2 6.26.68.4 7.9 1/2" 12" 1 1/2" 12" 1' - 7 1 / 4 " 3' - 2 3 / 4 " 21 ' - 0 " 1 5 ' - 0 " 139'-2 3/4" 140'-10" 136'-0" 3' - 0 " 18 ' - 0 " 136'-0" 118'-0" M A T C H L I N E S E E 2 / A 3 . 2 M A T C H L I N E S E E 2 / A 3 . 2 DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING CONT. CAST STONE BAND FULL-DEPTH STONE VENEER 8'-0" H. ORNAMENTAL FENCE - SEE CIVIL FOR EXTENTS VERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS HORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS PRE-FIN. SHT. MTL. FASCIA WOOD-LOOK METAL SOFFIT PANELS METAL TRIM FULL-DEPTH STONE VENEER CONTINUOUS CAST STONE BAND DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING PRE. ENG. MTL. CANOPY OWNER PROVIDED SMOKER'S CANOPY CONC. FTG. & FDN. - SEE STRUCT. CUSTOM PERFORATED PRE- FIN. MTL. PANELS ON GALV. STL. SUBSTRUCTURE PRE-FIN. SHT. MTL. COPING 3.4 1/4" 12" CONC. SLAB ON STL. FRAMING. PRE-FIN. SHT. MTL. FASCIA. LONGBOARD SOFFIT PANELS. INTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O. PRE-FIN. SHT. MTL. GUTTER AND D.S. 7.6 6.7 6.1 5.1 CLERESTORY 130'-0" 7.1 MC AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-J AL-J AL-J AL-J AL-K 112A AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-K 184A AL-Q AL-Q AL-Q AL-Q AL-Q GALV. & PTD. STL. GUARDRAIL FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" SECOND FLOOR 115'-0" WAD 5 6 7 8 9 131211WAE1043216.96.8 12.26.2 6.6 8.47.9 1/2" 12" 1 1/2" 12" 15 ' - 0 " 2 1 ' - 0 " 3 ' - 2 3 / 4 " 1' - 7 1 / 4 " 136'-0" 139'-2 3/4" 5' - 0 " 1 3 ' - 0 " 3 ' - 0 " 1 5 ' - 0 " 118'-0" 136'-0" 131'-0" M A T C H L I N E S E E 4 / A 3 . 2 M A T C H L I N E S E E 4 / A 3 . 2 1/2" 12" WOOD-LOOK METAL SOFFIT PANELS WOOD-LOOK METAL SOFFIT PANELS CONT. CAST STONE BAND FULL HEIGHT FULL- DEPTH STONE VENEER CONT. CAST STONE BAND FULL-DEPTH STONE VENEER 8'-0" H. ORNAMENTAL FENCE - SEE CIVIL FOR EXTENTS VERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS HORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS PRE-FIN. SHT. MTL. FASCIA HORIZONTAL METAL PANEL SYSTEM W/ CONCEALED FASTENERS DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING PRE-FIN. SHT. MTL. GUTTERS & DOWNSPOUTS METAL TRIM FULL-DEPTH STONE VENEER CONT. CAST STONE BAND 1X HARDWD. WRAPPED STL. BEAM & COLUMN DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING SPLIT-FACE CMU DUMPSTER ENCLOSURE W/ GATES CONC. FTG. & FDN. - SEE STRUCT. 140'-10"DARK BRONZE ANOD. ALUM. STOREFRONT SYS. W/ 1" REFLECTIVE INSUL. GLAZING D.S. D.S. D.S. D.S. D.S. ROOF MEMBRANE ON TAPERED INSUL. ON CONC. DECK 3.4 PRE-FIN. SHT. MTL. GUTTER AND D.S. PRE-FIN. SHT. MTL. GUTTER AND D.S. 7.66.76.15.1 7.1MC 174A 173A AL-K AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-K 143A AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-A AL-A AL-B AL-B AL-C AL-C AL-B AL-B AL-E 100A AL-D FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" SECOND FLOOR 115'-0" A B C D E F H KGJD.8AA L 2' - 0 " 5 ' - 1 0 " 1 8 ' - 0 " 1 5 ' - 0 " 133'-0" 138'-10" 140'-10" 3' - 2 " 2 1 ' - 0 " 3 ' - 2 1 / 4 " 1 1 ' - 9 3 / 4 " 139'-2" 136'-0" 111'-9 3/4" PRE-FIN. SHT. MTL. FASCIA CAST STONE BANDFULL HEIGHT FULL- DEPTH STONE VENEER CAST STONE BANDFULL-DEPTH STONE VENEER DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING 8'-0" H. ORNAMENTAL FENCE - SEE CIVIL FOR EXTENTS VERTICAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS HORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS WOOD-LOOK METAL SOFFIT PANELS PRE-FIN. SHT. MTL. FASCIA DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING CONC. FTG. & FDN. - SEE STRUCT. WOOD-LOOK METAL SOFFIT PANELS 25', 30', & 35' FLAGPOLES W/ COMPANY, STATES, & AMERICAN FLAG PIN-MTD. S.S. LETTERS W/ INTERNALLY LIT LOGO E.9 ROOF PAVERS ON ROOF MEMBRANE OVER COVER BOARD ON 1 1/2" MTL. DECKING J.3 AL-A AL-A AL-A AL-A AL-A AL-A AL-A AL-A AL-F AL-G AL-H AL-A AL-H AL-A AL-MAL-MAL-M AL-NAL-N FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" SECOND FLOOR 115'-0" ABCDEFHKGJD.8 AAL 9' - 4 1 / 2 " 5 ' - 7 1 / 2 " 1 6 ' - 0 " 8 ' - 2 3 / 4 " 139'-2 3/4" 131'-0" 109'-4 1/2" 11 ' - 4 1 / 2 " 3 ' - 7 1 / 2 " 2 1 ' - 0 " 2 ' - 1 0 3 / 4 " 1 ' - 1 1 1 / 4 " 140'-10" 138'-10 3/4" 136'-0" 111'-4 1/2" FULL-DEPTH STONE VENEER 8'-0" H. ORNAMENTAL FENCE - SEE CIVIL FOR EXTENTS VERTICAL METAL PANEL SYSTEM WITH CONCEALED FASTENERS HORIZONTAL MTL. PANEL SYSTEM W/ CONCEALED FASTENERS CONTINUOUS CAST STONE BAND METAL TRIM DARK BRONZE ANOD. ALUM STOREFRONT SYSTEM W/ 1" INSUL. GLAZING PRE-FIN. SHT. MTL. FASCIA WOOD-LOOK METAL SOFFIT PANELS PRE-FIN. SHT. METAL FASCIA WOOD-LOOK METAL SOFFIT PANELS CONC. FTG. & FDN. - SEE STRUCT. INSUL. HM DOOR & FRAME, PTD., TYP. CUSTOM PERFORATED PRE- FIN. MTL. PANELS ON GALV. STL. SUBSTRUCTURE ROOF MEMBRANE ON TAPERED INSUL. ON CONC. DECK 1/4" 12" E.9 INTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O. 8'-0" H. ORNAMENTAL FENCE - SEE CIVIL FOR EXTENTS ROOF PAVERS ON ROOF MEMBRANE OVER COVER BOARD ON 1 1/2" MTL. DECKING GALV. & PTD. STL. GUARDRAIL INTERNAL ROOF DRAIN AND OVER FLOW, TYP. FOR OFFICE ROOFS U.N.O. PRE-FIN. SHT. MTL. GUTTER AND D.S. PRE-FIN. SHT. MTL. GUTTER AND D.S. J.3 AL-L 279 AL-L AL-L AL-L AL-L AL-L AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q AL-Q HORIZ. METAL PANEL MFG.: TAYLOR METAL OR EQ. PRODUCT: EL-37 COLOR: DARK BRONZE VERT. METAL PANEL MFG.: TAYLOR METAL OR EQ. PRODUCT: ELV-55 COLOR: DARK BRONZE PEMB WALL PANEL MFG.: VARCO PRUDEN OR EQ. PRODUCT: PANEL RIB COLOR: COOL ZINC GRAY METAL SOFFIT PANEL MFG.: LONGBOARD OR APPROVED EQ. PRODUCT: T&G, V-GROOVE COLOR: TBD NOTE: PROVIDE VENTED PANELS FOR VENT. FULL DEPTH STONE VENEER MFG.: BUECHEL OR APPROVED EQ. PRODUCT: STRATFORD CROSS ASHLAR ACM PRODUCT: DRY ROUTE AND RETURN COLOR: DARK BRONZE INSULATED GLASS UNITS - 1 MFG.: VITRO ARCHITECTURAL GLASS PRODUCT: SOLARBAN 90 (2) CLEAR + CLEAR INSULATED GLASS UNITS - 2 MFG.: VITRO ARCHITECTURAL GLASS PRODUCT: SOLARBAN R100 (2) CLEAR + CLEAR EXTERIOR MATERIAL LEGEND ODA Studio 2464 West Port Plaza Dr., Suite 100 St. Louis, MO 63146 314-909-1905 Corporate License No.: SSC Engineering, Inc. 18207 Edison Ave. St. Louis, MO 63005 636-530-7770 Corporate License No.: Mitchell and Hugeback Architects, Inc. D.B.A. M+H Architects 12747 Olive Blvd., Suite 150 St. Louis, MO 63141 314-878-3500 www.mha.us.com CONSULTANT: REVISION: Sheet Issue Date: Job Number: Drawn By: Checked By: Drawing Title: PROGRESS PRINT NOT FOR CONSTRUCTION Copyright © 2024 by Mitchell and Hugeback Architects, Inc. ARCHITECT: xxxxx xxxxx 11/18/2024 5:32:14 PM D A K O T A E L E C T R I C A S S O C I A T I O N H Q 01.23.2024 23096.10 HD, JK, MI, NW JJB, JB, MD ELEVATIONS -OFFICE A3.1 2 2 5 S T . W . L A K E V I L L E , D A K O T A C O U N T Y , M N DESIGN DEVELOPMENT 1/8" = 1'-0"2 EAST ELEVATION 1/8" = 1'-0"4 WEST ELEVATION 1/8" = 1'-0"3 SOUTH ELEVATION 1/8" = 1'-0"1 NORTH ELEVATION SCHEMATIC DESIGN 10.31.2024 DESIGN DEVELOPMENT 01.23.2024 L. ODA Studio 2464 West Port Plaza Dr., Suite 100 St. Louis, MO 63146 314-909-1905 Corporate License No.: SSC Engineering, Inc. 18207 Edison Ave. St. Louis, MO 63005 636-530-7770 Corporate License No.: Mitchell and Hugeback Architects, Inc. D.B.A. M+H Architects 12747 Olive Blvd., Suite 150 St. Louis, MO 63141 314-878-3500 www.mha.us.com CONSULTANT: REVISION: Sheet Issue Date: Job Number: Drawn By: Checked By: Drawing Title: PROGRESS PRINT NOT FOR CONSTRUCTION Copyright © 2024 by Mitchell and Hugeback Architects, Inc. ARCHITECT: xxxxx xxxxx 11/18/2024 5:33:24 PM D A K O T A E L E C T R I C A S S O C I A T I O N H Q 01.23.2024 23096.10 HD, JK, MI, NW JJB, JB, MD 2 2 5 S T . W . L A K E V I L L E , D A K O T A C O U N T Y , M N DESIGN DEVELOPMENT SCHEMATIC DESIGN 10.31.2024 DESIGN DEVELOPMENT 01.23.2024SITE PLAN SUBMITTAL 11.19.2024 11.19.2024 FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" W21 W20 W19 W18 W17 W16 W14 W13 W12 W11W15W22W23W24 21 ' - 0 " 1 4 ' - 0 " 21 ' - 0 " 1 4 ' - 0 " 135'-0" 121'-0" 135'-0" 121'-0" M A T C H L I N E S E E 1 / A 3 . 3 M A T C H L I N E S E E 1 / A 3 . 3 PRE-FIN. SHEET MTL. GUTTER & DOWNSPOUTS BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP. PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN. PEMB MTL. ROOF EDGE TRIM CONC. FTG. & FDN. - SEE STRUCT. D.S. D.S. D.S. D.S. D.S. D.S. D.S. E.9J.3 W10M5M4M6M3M2M7M1 FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" WAAWAD WR WM WAWAEWZWXWVWTWBWCWJWKWLWNWPWQWACWABWUWWWSWY 10 ' - 0 " 1 4 ' - 0 " 2 1 ' - 0 " 121'-0" 135'-0" 145'-0" 15 ' - 0 " 1 0 ' - 0 " 2 0 ' - 0 " 145'-0" 130'-0" 120'-0" 1/2" 12"1/2" 12" 5/8" 12" 1/2" 12" 1/2" 12" INSUL. HM DOOR & FRAME, PTD., TYP. PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F. 14' X 16' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITE BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP. PRE-FIN. PEMB MTL. ROOF EDGE TRIM PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN. PEMB GUTTERS & DOWNSPOUTS, TYP. CONC. FTG. & FDN. - SEE STRUCT. PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP. MB MAMC W100D W111A O104 W120A O105 W120B O106 O107 W120C FIRST FLOOR 100'-0" W21W20W19W18W17W16W14W13W12W11EFH KW15GJ W22 W23 W24D.8 5' - 2 " 3 0 ' - 0 " 130'-0" 135'-2" M A T C H L I N E S E E 1 / A 3 . 3 M A T C H L I N E S E E 1 / A 3 . 3 PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F. BOLT-DOWN BOLLARD W/ PRE- FIN. COVER, TYP. DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP. INSUL. HM DOOR & FRAME, PTD., TYP. 12' X 12' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITE PRE-FIN. PEMB SHT. MTL. GUTTER & DOWNSPOUTS PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN. PEMB MTL. ROOF EDGE TRIM RECESSED LOADING DOCKSTL. PIPE RAILING, GALV. OWNER PROVIDED SMOKER'S CANOPY CONC. FTG. & FDN. - SEE STRUCT. SPLIT-FACE CMU MECHANICAL & DUMPSTER ENCLOSURES PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP. PAINT EXPOSED PEMB STRUCT. STL., TYP. D.S.D.S.D.S.D.S.D.S. D.S. D.S. D.S.D.S.D.S. E.9 DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP. J.3W10 M5M4 M6M3M2 M7M1 AL-P AL-P W114A O124 174B AL-P AL-P AL-P AL-P AL-P FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" WAA WADWRWMWA WAE1WZWXWVWTWBWCWJWKWLWNWPWQWACWABWUWWWSWY 20 ' - 0 " 1 0 ' - 0 " 1 5 ' - 0 " 1' - 9 " 145'-0" 130'-0" 120'-0" 146'-9" 21 ' - 0 " 121'-0" INSUL. HM DOOR & FRAME, PTD., TYP. PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F. 14' X 16' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITE 9' X10' INSUL. O.H. DOCK DOOR W/ SHELTER & LEVELER PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN. PEMB GUTTER & DOWNSPOUTS, TYP. BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP. 12' X 12' INSUL. O.H. DOOR W/ VISION PANELS, TYP. - FINISH: WHITE 5/8" 12" 1/2" 12" 1/2" 12" 1/2" 12" 1/2" 12" PRE-FIN. PEMB MTL. ROOF EDGE TRIM CONC. FTG. & FDN. - SEE STRUCT. PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP. MBMA MC W120D O107 O109 W120E O110 W120F M107B O122 W114B O123 173A PEMB WALL PANEL MFG.: VARCO PRUDEN OR EQ. PRODUCT: PANEL RIB COLOR: COOL ZINC GRAY EXTERIOR MATERIAL LEGEND ODA Studio 2464 West Port Plaza Dr., Suite 100 St. Louis, MO 63146 314-909-1905 Corporate License No.: SSC Engineering, Inc. 18207 Edison Ave. St. Louis, MO 63005 636-530-7770 Corporate License No.: Mitchell and Hugeback Architects, Inc. D.B.A. M+H Architects 12747 Olive Blvd., Suite 150 St. Louis, MO 63141 314-878-3500 www.mha.us.com CONSULTANT: REVISION: Sheet Issue Date: Job Number: Drawn By: Checked By: Drawing Title: PROGRESS PRINT NOT FOR CONSTRUCTION Copyright © 2024 by Mitchell and Hugeback Architects, Inc. ARCHITECT: xxxxx xxxxx 11/18/2024 5:33:24 PM D A K O T A E L E C T R I C A S S O C I A T I O N H Q 01.23.2024 23096.10 HD, JK, MI, NW JJB, JB, MD ELEVATIONS -PEMB A3.2 2 2 5 S T . W . L A K E V I L L E , D A K O T A C O U N T Y , M N DESIGN DEVELOPMENT 1" = 10'-0"4 WAREHOUSE & VEHICLE WEST 1" = 10'-0"1 WAREHOUSE & VEHICLE NORTH 1" = 10'-0"2 WAREHOUSE & VEHICLE EAST 1" = 10'-0"3 WAREHOUSE & VEHICLE SOUTH SCHEMATIC DESIGN 10.31.2024 DESIGN DEVELOPMENT 01.23.2024SITE PLAN SUBMITTAL 11.19.2024 11.19.2024 FIRST FLOOR 100'-0" W11W7W8W6W5W3W2W9W4 1' - 9 " 45 ' - 0 " PRE-FIN. PEMB GUTTER & DOWNSPOUTS, TYP. BOLT DOWN BOLLARD W/ PRE-FIN COVER, TYP. 14' X 16' INSUL. OVERHEAD DOOR W/ VISION PANELS, TYP. - FINISH: WHITE INSUL. HM DOOR & FRAME, PTD., TYP. PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F. DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING, TYP. PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN PEMB MTL. ROOF EDGE TRIM M A T C H L I N E S E E 3 / A 3 . 2 M A T C H L I N E S E E 3 / A 3 . 2 PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP. D.S. D.S. D.S. D.S. D.S. 145'-0" 146'-9" W1 W10 O117 O118 O119 O120 M101B O121 AL-P AL-P M106A AL-P FIRST FLOOR 100'-0" W11 W7W8 W6 W5 W3 W2W4 M A T C H L I N E S E E 1 / A 3 . 2 M A T C H L I N E S E E 1 / A 3 . 2 PRE-FIN. SHEET MTL. GUTTER & DOWNSPOUTS BOLT-DOWN BOLLARD W/ PRE-FIN. COVER, TYP. PEMB STANDING SEAM MTL. ROOF - FINISH: GALVALUME PRE-FIN. PEMB MTL. ROOF EDGE TRIM CONC. FTG. & FDN. - SEE STRUCT. 14' X 16' INSUL. OVERHEAD DOOR W/ VISION PANELS, TYP. - FINISH: WHITE INSUL. HM DOOR & FRAME, PTD., TYP. PEMB RIBBED MTL. PANEL WALL W/ CONC. CURB TO 8" A.F.F. 45 ' - 0 " 1 ' - 9 " 145'-0" 146'-9" PEMB PRE-FAB. CANOPY W/ INTEGRAL LIGHT, TYP. D.S. D.S. D.S. D.S.D.S. W1 W10 O112 O113 O114 O115 O116 M101A FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" WAD56789131211WAE1043216.9 6.812.2 6.26.68.4 7.9 3.4 228 FUT. VP POWER SUPPLY 227 W/C/P 106 MULTI-PURPOSE RM. 106 MULTI-PURPOSE RM.108 NETWORK CLO. C114 CORR. 200 TOWN CENTER C202 CORR. 285 GN TLT. / SHOWER 181 TRAINING AREA C204 CORR. 179 CONTROL CENTER 284 GN TLT. / SHOWER 296 WELLNESS CENTER C175 CORR. 175 CREW RM. 193 MEN'S LOCKER RM. CLERESTORY 130'-0" 7.1 209 INNOVATION RM. C200 CORR. MC FIRST FLOOR 100'-0" SECOND FLOOR 115'-0" ABCDEFHKGJD.8E.9 212 TA PARTNER C201 CORR. 241C ENERGY & MEMBER SERVICES OPEN OFFICE 253 COLLAB 254 FINANCE OPEN OFFICE 255 VP FIN. SERV. 131 CONF. ROOM 130 ENG. SERV. OPEN OFFICE122 CALL CENTER122A QUIET 121 CONF. RM. 105 TOWN CENTER107 MP. STOR. 106 MULTI-PURPOSE RM. J.3 CLERESTORY 130'-0" PEMB WALL PANEL MFG.: VARCO PRUDEN OR EQ. PRODUCT: PANEL RIB COLOR: COOL ZINC GRAY EXTERIOR MATERIAL LEGEND SECOND FLOOR 115'-0" E F GD.8 E.9 SIGN DOES NOT EXCEED 200 SF AS ALLOWED BY EXCEPTION 11-23-19: E.b.2.A FROM LAKEVILLE'S SIGNAGE REGULATIONS 25'-4 1/2" 5' - 2 " PIN-MTD. S.S. LETTERS W/ INTERNALLY LIT LOGO AL-F WOOD-LOOK METAL PANEL ACM METAL PANEL DARK BRONZE ANOD. ALUM. STOREFRONT SYSTEM W/ 1" INSUL. GLAZING 12'-9 3/4" 9' - 6 " 8' - 6 1 / 4 " GROUND LIT SIGN ACRYLIC PANEL PRE-FIN SHT. METAL FULL DEPTH STONE CAST STONE SILL GROUND LIT SIGN NOTE:SIGN DOES NOT EXCEED 100 SF PER SIDE OR 10' IN HEIGHT ALLOWED PER 11-23-16:E.1.a FROM LAKEVILLE SIGNAGE REGULATIONS 1" = 10'-0"1 MAINTENANCE SOUTH ODA Studio 2464 West Port Plaza Dr., Suite 100 St. Louis, MO 63146 314-909-1905 Corporate License No.: SSC Engineering, Inc. 18207 Edison Ave. St. Louis, MO 63005 636-530-7770 Corporate License No.: Mitchell and Hugeback Architects, Inc. D.B.A. M+H Architects 12747 Olive Blvd., Suite 150 St. Louis, MO 63141 314-878-3500 www.mha.us.com CONSULTANT: REVISION: Sheet Issue Date: Job Number: Drawn By: Checked By: Drawing Title: PROGRESS PRINT NOT FOR CONSTRUCTION Copyright © 2024 by Mitchell and Hugeback Architects, Inc. ARCHITECT: xxxxx xxxxx 11/18/2024 5:33:42 PM D A K O T A E L E C T R I C A S S O C I A T I O N H Q 01.23.2024 23096.10 HD, JK, MI, NW JJB, JB, MD ELEVATIONS -PEMB A3.3 2 2 5 S T . W . L A K E V I L L E , D A K O T A C O U N T Y , M N DESIGN DEVELOPMENT 1" = 10'-0"2 MAINTENANCE NORTH 1/8" = 1'-0"4 OFFICE BUILDING SECTION - WEST 1/8" = 1'-0"3 OFFICE BUILDING SECTION - SOUTH SCHEMATIC DESIGN 10.31.2024 DESIGN DEVELOPMENT 01.23.2024 1/4" = 1'-0"5 ENLARGED SIGN ELEVATION 1/4" = 1'-0"6 MONUMENT SIGN FRONT & BACK L. ODA Studio 2464 West Port Plaza Dr., Suite 100 St. Louis, MO 63146 314-909-1905 Corporate License No.: SSC Engineering, Inc. 18207 Edison Ave. St. Louis, MO 63005 636-530-7770 Corporate License No.: Mitchell and Hugeback Architects, Inc. D.B.A. M+H Architects 12747 Olive Blvd., Suite 150 St. Louis, MO 63141 314-878-3500 www.mha.us.com CONSULTANT: REVISION: Sheet Issue Date: Job Number: Drawn By: Checked By: Drawing Title: PROGRESS PRINT NOT FOR CONSTRUCTION Copyright © 2024 by Mitchell and Hugeback Architects, Inc. ARCHITECT: xxxxx xxxxx 11/18/2024 5:33:24 PM D A K O T A E L E C T R I C A S S O C I A T I O N H Q 01.23.2024 23096.10 HD, JK, MI, NW JJB, JB, MD 2 2 5 S T . W . L A K E V I L L E , D A K O T A C O U N T Y , M N DESIGN DEVELOPMENT SCHEMATIC DESIGN 10.31.2024 DESIGN DEVELOPMENT 01.23.2024SITE PLAN SUBMITTAL 11.19.2024 11.19.2024