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Home My WebLink AboutItem 06c - Launch Park Fourth Addition1 City of Lakeville Community Development Memorandum To: Planning Commission Heather Botten, Senior Planner September 8, 2025 Packet Material for the September 18, 2025 Planning Commission Meeting : Launch Park Fourth Addition Preliminary Plat November 27, 2025 BACKGROUND Lakeville Flexspace, LLC has submitted a preliminary plat for Launch Park Fourth Addition. The proposed plat includes one lot and one outlot on a 20-acre parcel. Lot 1 is eight acres and the outlot is 12 acres. Lakeville Flexspace is proposing to construct a garage condo development on Lot 1. The proposed storage development is a permitted use in the I-2, General Industrial District. The complex would include three garage condo buildings, each roughly 33,750 square feet (375’ x 90’) in size and one building about 16,875 square feet (375’ x 40’). Each building consists of multiple units, and each unit has access to water and sewer. The property is located east of Cedar Avenue (CSAH 23) and south of future 222nd Street. The preliminary plat plans have been reviewed by the Engineering Division, Fire Marshal, and Parks and Recreation Department. The following exhibits are attached for your information: A. Location Map B. Zoning Map C. Preliminary Plat D. Site Plan 2 E. Grading Plan F. Utility Plan G. Landscape Plan H. Photometric Plan I. Building Elevations The property is zoned I-2, General Industrial District. The proposed project is surrounded by the following existing or planned land uses: Commission Property Township Comprehensive Plan guides for agricultural Eureka Township Zoning Map 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 District. 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. The site is currently undeveloped; historically used for agricultural production of row crops. The parent parcel is platted as Outlot A, Launch Park First Addition. This was platted as an outlot with the intent of future industrial development. The preliminary plat of Launch Park Fourth Addition consists of one lot and one outlot. The lots proposed with the 3 preliminary plat exceed the minimum lot area and lot width requirements for the I-2, General Industrial District. Right-of-way dedication for 222nd Street was done with previous plats and no additional right-of-way is needed. 222nd Street is a local rural industrial street constructed as a 40-foot-wide paved section within an 80-foot right of way. City sanitary sewer and water is currently available to the site. 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 Launch Park Fourth Addition are shown on the attached civil plans. Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Jon Nelson, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager dated September 8, 2025. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of Launch Park Fourth Addition preliminary plat subject to the stipulations outlined in the engineering report. . The Fire Marshal reviewed the plans and stated an onsite hydrant about midpoint of the property would be required on the east side of the development. There are no wetlands on the site. There are no significant trees identified within the preliminary plat. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park needs in the area of the plat and no public trails or sidewalks are being constructed with this plat. Park dedication will be satisfied by a cash fee in lieu of land dedication, which is $5,615 per acre for industrial zoned property. Lot 1, Block 1 is 7.98 acres and must pay $44,807.70 for park dedication with Launch Park Fourth Addition final plat. The park dedication requirement for Outlot A will be paid when platted into lots and blocks. 4 SITE PLAN REVIEW The site plan proposes three 33,750 square foot (375’ x 90’) garage condo buildings and one 16,875 square foot (375’ x 40’) building. Site improvements also include access drive aisles, utilities, and stormwater management facilities. The proposed stormwater treatment involves an infiltration pond on the east side of the site. The I-2, Industrial District requires the following setback requirements: The maximum height of a building in the I-2 zoning district is 50 feet. The proposed buildings are single level with a mezzanine. The tallest point of the buildings is 31 feet, complying with code requirements. The buildings are designed with LP Smartside LAP siding (engineered wood) with accent panels on the corners. On walls that are public-facing, three feet of stone veneer is added to the bottom of the building. The proposed materials are in compliance with the requirements for industrial buildings. There is one access point on 222nd Street. The access complies with spacing guidelines in the City Code. There is no separate guest parking area proposed. Section 11-19-13 of City Code requires 3 parking spaces, plus 1 space per 100 storage units. A revised site plan demonstrating the required parking spaces is required prior to final plat approval. Landscaping on the site includes deciduous and coniferous trees planted along the front property line. Financial security will be required with the final plat to guarantee installation of the approved landscaping. A revised landscaping plan is required to identify the tree species and the quantity of each to be planted and must be reviewed and approved by the City Forester. 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. 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. At this time, there are no parking lot lights, only wall mounted lights that are downward facing LED wall packs. 5 Signs. All signs shall comply with the Zoning Ordinance requirements for the I-2 District. A sign permit shall be issued prior to the installation of any signs. Primary mechanical equipment will be contained within the building. Any exterior equipment shall follow the screening requirements in Section 11-21-13 of city code. Community Development staff recommend approval of Launch Park Fourth Addition preliminary plat subject to the following stipulations: 1. Implementation of the recommendations listed in the engineering report dated September 8, 2025 and any subsequent correspondence. 2. The final plat shall be in substantial conformance with the preliminary plans on file with the Community Development Department except as may be modified by the conditions herein. 3. A development contract and related agreements shall be approved by the City Council with the approval of the final plat. 4. The site and building shall be developed in accordance with the plans approved by the City Council. 5. Landscaping shall be installed consistent with a landscape plan approved by the City Forester. A financial security shall be submitted with the development contract to guarantee installation of the approved landscaping. All landscaped areas within and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 6. The park dedication fee must be paid with the final plat. 7. Site lighting shall not exceed one foot candle at the property line adjacent to public right- of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. 8. Section 11-19-13 of City Code requires 3 parking spaces, plus 1 space per 100 storage units. A revised site plan demonstrating the required parking spaces is required prior to final plat approval. 9. An onsite hydrant about midpoint of the property shall be required on the east side of the development as required by the Fire Marshal. City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks & Recreation Director Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director September 8, 2025 Launch Park Fourth Addition • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Landscaping Plan Review • Preliminary Utility Plan Review Lakeville Flexspace, LLC representatives have submitted a preliminary plat named Launch Park Fourth Addition along with preliminary plans to construct a garage condo complex on one (1) block with one (1) outlot on 20.02 acres. The parent parcel (Outlot A, Launch Park First Addition) is zoned I-2, General Industrial District. The proposed development is located east of Cedar Avenue (CSAH 23), south of and adjacent to 222nd Street, north of 225th Street and Eureka Township, and west of Flagstaff Avenue. The parent parcel consists of Outlot A, Launch Park. LLAAUUNNCCHH PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT SSEEPPTTEEMMBBEERR 88,, 22002255 PPAAGGEE 22 OOFF 55 The outlots created with the preliminary plat shall have the following use: Outlot A: Future Development; retained by Developer (12.04 acres) The proposed development will be completed by: Developer: Hat Trick Investments, Inc. Engineer/Surveyor: Auth Consulting & Associates The existing parcel consists of Outlot A, Launch Park First Addition. The site consists of undeveloped agricultural land. The site is located within the South Creek Stormwater District with the site generally draining west to east. The northwest of the site is being used for stockpiling. SSTTRREEEETT AANNDD SSUUBBDD II VV II SSIIOO NN LLAAYYOO UUTT 222nd Street Launch Park Fourth Addition is located south of and adjacent to 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 and is actively under construction in association with Airlake DEA final plat. Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from 222nd Street. 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. Launch Park Fourth 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. LLAAUUNNCCHH PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT SSEEPPTTEEMMBBEERR 88,, 22002255 PPAAGGEE 33 OOFF 55 Launch Park Fourth Addition includes the construction of privately owned and maintained sanitary sewer. 8-inch sanitary sewer will be connected to the public sanitary sewer stub located at the property line south of 222nd Street. 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. Development of Launch Park Fourth Addition includes the construction of privately owned and maintained watermain. 6-inch watermain will be connected to the public sanitary sewer stub located at the property line south of 222nd Street. Launch Park Fourth Addition is located within the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Development of Launch Park Fourth 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 Launch Park Fourth Addition final plat. The Developer shall submit an approved final grading plan prior to approval and recording of the Launch Park Fourth Addition final plat and issuance of a grading permit. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Launch Park Fourth Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. LLAAUUNNCCHH PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT SSEEPPTTEEMMBBEERR 88,, 22002255 PPAAGGEE 44 OOFF 55 SSTTOORRMM SSEEWWEERR Development of Launch Park Fourth Addition includes the construction of a privately owned and maintained storm sewer system. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff to the privately owned and maintained infiltration basin. The Storm Sewer 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. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. Launch Park Fourth 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). There are no wetlands within the project area. TTRREEEE PPRREESSEERRVVAATT IIOONN There are no significant trees identified on the site. The plant schedule is to be updated to identify the specific tree types and quantity of each to be planted. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to construction. The developer is responsible for following and implementing all of the requirements outlined in the SWPPP. Any changes made throughout construction must be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. LLAAUUNNCCHH PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT SSEEPPTTEEMMBBEERR 88,, 22002255 PPAAGGEE 55 OOFF 55 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Launch Park Fourth 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 City of Lakeville Location Map Launch Park Fourth Add Preliminary Plat EXHIBIT A Site Location CE D A R A V E ( C S A H 2 3 ) 220TH ST Eureka Township GA R V E Y L N 225TH ST Ci t y o f F a r m i n g t o n Ai r l a k e A i r p o r t ± I-3 I-2 I-2 I-2I-3 I-2 City of Lakeville Zoning Map Launch Park Fourth Add Preliminary Plat EXHIBIT B Site Location CE D A R A V E ( C S A H 2 3 ) 220TH ST Eureka Township GA R V E Y L N Ci t y o f F a r m i n g t o n Ai r l a k e A i r p o r t ± I-3 I-3 I-2 222ND STREET WEST NO BUILDING OBSERVED LOT 1 OUTLOT A BLOCK 1 REVISIONSPAGE DRAWING NAME: JOB NO. FILE NO. FIELD BOOK SURVEY FOR:PROPERTY ADDRESS: DRAWN BY: BY: CHECKED FIELDWORK CHIEF: EXISTING LEGAL DESCRIPTION: GENERAL SURVEY NOTES: PRELIMINARY PLAT FOR: WWW.EFNSURVEY.COM New Brighton, Minnesota 55112 PHONE: (612) 466-3300 475 Old Highway 8 NW, Suite 200 Egan, Field & Nowak, Inc. l a n d s u r v e y o r s s i n c e 1 8 7 2 LEGEND:GOPHER STATE ONE CALL NOTE: 222nd Street W & Garvey Lane Lakeville, Minnesota 55024 Dakota County Tax PID 224450500010 Kimley Horn & Associates, Inc. Kimley Horn & Associates, Inc. PAGE DRAWING NAME: JOB NO. FILE NO. FIELD BOOK DRAWN BY: BY: CHECKED FIELDWORK CHIEF: N SHEET 1 OF 1 CERTIFICATION: PROPOSED LOT SUMMARY: PROPOSED LEGAL DESCRIPTIONS: PRELIMINARY PLAT OF LAUNCH PARK FOURTH ADDITION OWNER/SUBDIVIDER: LAND SURVEYOR: CIVIL ENGINEER: 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 11 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 8 8 8 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG 2' OVERHANG WATER SERVICE RISER ROOM WATER SERVICE RISER ROOM WATER SERVICE RISER ROOM WATER SERVICE RISER ROOM MATCH STREET (UNDER CONSTRUCTION) BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK BU I L D I N G S E T B A C K BU I L D I N G S E T B A C K BU I L D I N G S E T B A C K BU I L D I N G S E T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE DRAINAGE EASEMENT DRAINAGE EASEMENT 222ND STREET WEST 30' WIDE DRAINAGE SWAL E (UNDER CONSTRUCTION) 6 6 6 6 6 6 6 6 6 6 (UNDER CONSTRUCTION ) 1 2 4 5 3 SHEET KEY 6 NEW BUILDING OVERHEAD DOOR 30" CONCRETE APRON BITUMINOUS PAVEMENT 24" CONCRETE VALLEY GUTTER 7 24" CONCRETE SURMOUNTABLE CURB & GUTTER 8 RESERVED 9 STORM INLET/MANHOLE 10 STORMWATER MANAGEMENT BASIN 11 24" CONCRETE RIBBON CURB NEW BUILDING ENTRANCE/EXIT DOOR DRAINAGE SWALE LEGEND BUILDING SETBACK PROPOSED BITUMINOUS PROPOSED CONCRETE SURFACE PROPOSED BUILDING PROPOSED STORM WATER MANAGEMENT AREA DRAINAGE SWALE 24" RIBBON CURB 24" VALLEY GUTTER GENERAL SITE NOTES 1.CONTRACTOR TO OBTAIN PERMISSION/PERMIT FROM THE CITY TO WORK IN RIGHT-OF-WAY PRIOR TO ANY WORK BEING PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. ANY REQUIRED LANE CLOSURES OR TRAFFIC CONTROL SIGNAGE/DETOUR PLANS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE COORDINATED WITH CITY STAFF, AS REQUIRED. 2.CONTRACTOR TO FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.CONTRACTOR TO COORDINATE RELOCATION OF ANY SMALL UTILITIES, AS NECESSARY. 4.CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESSIBILITY ALONG THE PROJECT. 5.NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE OWNER. 6.ALL SIGNAGE SHALL BE IN ACCORDANCE TO THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND MnDOT REQUIREMENTS. 24" SURMOUNTABLE CURB & GUTTER EX. STORM WATER UTILITY EASEMENT PROPOSED LOT AREA 7.985 ACRES PROPOSED LOT WIDTH 515.0' CURRENT ZONING I2 - GENERAL INDUSTRIAL DISTRICT SETBACK REQUIREMENTS FRONT YARD SETBACK - 40' REAR YARD SETBACK - 30', OR 50' ON THE YARD ABUTTING RESIDENTIAL ZONED PROPERTY SIDE YARD SETBACK - 10' ON ANY 1 SIDE, OR 30' ON THE SIDE YARD ABUTTING A STREET; EXCEPT 50' ON THE SIDE YARD BUTTING RESIDENTIAL ZONED PROPERTY SITE DATA PROPERTY BOUNDARY LINE EXISTING STORMWATER BASIN DRAINAGE & UTILITY EASEMENT 942 943 943 943 943 943 943 943 943 942 943 943 943 943 943 943 943 943 943 941 941 942 943 943 93 8 942 942 943 93 7 93 8 93 9 INFILTRATION BASIN A BOTTOM ELEV=935.00 TEMPORARY SEDIMENT BASIN 10 YR HWL = 938.42 100 YR HWL = 940.24 TOTAL VOL. PROVIDED=43,501 CF WQV REQUIRED = 28,205 CF WQV ELEV. = 936.50 TOP ELEV=941.00 BUILDING #1 F.F.E. = 943.50 F.F.E. = 943.50 BUILDING #2 BUILDING #3 F.F.E. = 943.50 F.F.E. = 943.50 BUILDING #4 PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE/R.O.W. & UTILITY EASEMENT 50' WIDE DRAINAGE GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) GRADING LIMITS (APPROX.) BASIN OUTLET STRUCTURE (SEE DETAILS) CREST = 940.00 OUTFALL STORM SEWER OUTFALL STORM SEWER OUTFALL STORM SEWER OUTFALL STORM SEWER BASIN OUTLET STORM WATER 5FT WIDE BOTTOM SWALE5FT WIDE BOTTOM SWALE 222ND STREET WEST 30' WIDE DRAINAGE SWAL E (UNDER CONSTRUCTION ) CONSTRUCT 1FT WIDE BERM (UNDER CONSTRUCTION) 20' WIDE WEIR TOP ELEV.=942.40 F.F.E.=943.50 943.45 H.P./EOF 942.50 94 3 . 3 3 94 3 . 3 3 94 3 . 3 3 2.0% 942 . 7 7 H.P . 0. 5 % 942 . 5 5 0. 5 % 2.9% 94 3 . 3 3 94 3 . 3 3 94 3 . 3 3 2.0% 942 . 7 7 H.P . 0. 5 % 0. 5 % 3. 2 % 0.5% 0.5% L.P./RIM= 942.13 0.5% 0.5% 0.5% 0.5% L.P./RIM= F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 L.P./RIM= 942.13 F.F.E.=943.50 943.45 4. 6 % 3. 2 % H.P./EOF 942.50 3. 2 % 4. 6 % 3. 2 % 4. 6 % 3. 2 % 4. 6 % 3. 2 % H.P./EOF 942.50 F.F.E.=943.50 943.45F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 H.P./EOF 942.50L.P./RIM= 942.13 4. 6 % 3. 2 % H.P./EOF 942.50 3. 2 % 4. 6 % 3. 2 % 3. 2 % 4. 6 % 3. 2 % 0.5% L.P./RIM= 942.13 0.5% 0.5% 0.5% 94 3 . 3 3 94 3 . 3 3 94 3 . 3 3 2.0%942 . 7 7 0. 5 % 942 . 5 5 2.9% L.P./RIM= 942.03 1.0% 1. 3 % H.P . 942 . 5 5 0. 5 % 2.9% 94 3 . 3 3 3. 2 % H.P./EOF 942.50 3. 2 % 0.5% 0.5% L.P./RIM= 942.13 0.5% 0.5% 0.5% H.P./EOF H.P./EOF 942.500.5% 0.5% 2. 3 % 1. 5 % H.P./EOF 942.500.5% 0.5% 942.06 RIM= 2. 2 % 941.68 RIM= 93 9 . 5 8 939.88 93 9 . 3 4 0.5% 0.5% 939.61939.76 1. 4 % 1. 0 % 1.0% 94 1 . 1 0 94 0 . 8 6 943.00 F.F.E.=943.50 943.00 F.F.E.=943.50 F.F.E.=943.50 F.F.E.=943.50 F.F.E.=943.50 943.00 F.F.E.=943.50 933.93 INV=933.54 INV= 0.5% 0.5% L.P./RIM= 4. 1 % 942.25 4. 1 % 1. 7 % 941.91 942 . 7 7 0. 5 % 942 . 5 5 2.9% 4. 1 % 942.25 4. 1 % 1. 7 % 1. 7 % 941.91 942 . 5 5 2.9% 941.91 1. 7 % 942 . 5 5 2.9% 4. 1 % 942.25 1. 7 % 942 . 5 5 2.9% 4. 1 % 940.03 2. 6 % 942.50L.P./RIM= 942.13 4. 6 % 3. 2 % H.P./EOF 942.50 3. 2 % 4. 6 % 3. 2 % 4. 6 % 3. 2 % 4. 6 % 3. 2 % H.P./EOF 942.50 94 3 . 3 3 94 3 . 3 3 2.0%942 . 7 7 0. 5 % 942 . 5 5 2.9% H.P . 942 . 5 5 0. 5 % 2.9% 94 3 . 3 3 94 3 . 3 3 94 3 . 3 3 2.0%942 . 7 7 0. 5 % 942 . 5 5 2.9% H.P . 942 . 5 5 0. 5 % 2.9% 1. 3 % L.P./RIM= 942.03 1.0% 1. 3 % 1. 3 % L.P./RIM= 942.03 1.0% 1. 3 % F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 943.45F.F.E.=943.50 943.45 F.F.E.=943.50 943.45F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 943.45F.F.E.=943.50 943.45 F.F.E.=943.50 943.45F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 F.F.E.=943.50 F.F.E.=943.50 F.F.E.=943.50 943.45 F.F.E.=943.50 943.45 4. 0 % 1.0% 1. 7 % 94 3 . 3 3 94 3 . 3 3 94 3 . 3 3 2.0% H.P . 0. 5 % 942 . 5 5 2.9% 942.26 941.93 L.P./RIM= 0. 7 % 942.80943.00 943.00 943.00 942.80 942.80 942.80 942.80 942.00 941.25 940.50 940.13 L.P./RIM= 1. 5 % 941.93 L.P./RIM= 0.5% CONSTRUCT TEMPORARY SEDIMENT BASIN TO PROVIDE LIVE STORAGE VOLUME GREATER THAN OR EQUAL TO 27,000 CF. REFER TO SWPPP FOR ADDITIONAL INFORMATION. 93 6 93 6 93 7 93 7 93 7 93 7 93 8 93 8 93 8 93 8 93 9 93 9 93 9 93 9 94 0 94 0 94 0 94 0 94 1 94 1 94 1 94 1 94 2 94 2 94 2 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 945 935 93 5 93 5 93 5 935 93 5 93 5 940 94 0 94 0 940 94 0 94 0 94 0 LEGEND EXISTING 5FT CONTOURS EXISTING 1FT CONTOURS APPROXIMATE GRADING LIMITS PROPOSED BUILDINGS PROPOSED 5FT CONTOURS PROPOSED 1FT CONTOURS H.P.= HIGH POINT GRADE ELEVATION = LOW POINT GRADE ELEVATION FFE = FINISHED FLOOR ELEVATION PROPOSED FINISHED GRADE SURFACE DRAINAGE L.P. XXX.XX (ALL CURB SPOT ELEVATION SHOWN ARE AT CURB FLOWLINE UNLESS OTHERWISE NOTED) PROPOSED FINISHED GRADE SPOT ELEVATIONS BENCHMARK X.X% 1.REFER TO SHEET C1.1 - "GENERAL NOTES" FOR GRADING NOTES. GRADING NOTES EOF = EMERGENCY OVERFLOW TEMPORARY SEDIMENT BASIN (APPROXIMATE) PROPERTY BOUNDARY LINE > W W W W W W W W W W W W W W W W W W W W W W > > > > STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM ST M ST M > > > > > > > > > > > > > > > > > > > > > > > > > STM STM 222ND STREET WEST 30' WIDE DRAINAGE SWAL E (UNDER CONSTRUCTION) (UNDER CONSTRUCTION) I(24")=933.93 W/ TRASHGUARD STM F.E.S. #E2 24" RCP F.E.S. STM F.E.S. #E1 I(24")=933.54 24" RCP F.E.S. 78'-24" RCP @ 0.5% STM INLET #C5 STM INLET #B5 (2'x3' BOX) NEENAH R-3067-V CASTING D = 3.00' R = 941.93 I(12"E) = 938.93 STM INLET #A5 D = 3.82' I(12"W) = 938.21 R = 941.93 I(15"E) = 938.11 NEENAH R-3067-V CASTING STM INLET #A4 STM INLET #B4 STM INLET #B3 STM INLET #C3 STM INLET #C4 (4' DIAM. MH) 180'-12" RCP(CL5) @ 0.4% (2'x3' BOX) NEENAH R-3067-V CASTING D = 2.75' R = 942.03 I(12"E) = 939.28 100'-12" RCP(CL5) @ 0.4% 150'-15" RCP(CL5) @ 0.4% (4' DIAM. MH) D = 3.35' I(12"W) = 938.88 R = 942.13 I(15"E) = 938.78 NEENAH R-2540 CASTING (4' DIAM. MH) D = 4.05' I(15"W) = 938.18 R = 942.13 I(18"E) = 938.08 NEENAH R-2540 CASTING 100'-12" RCP(CL5) @ 0.4% 150'-15" RCP(CL5) @ 0.4% (2'x3' BOX) NEENAH R-3067-V CASTING D = 2.75' R = 942.03 I(12"E) = 939.28 (4' DIAM. MH) D = 3.35' I(12"W) = 938.88 R = 942.13 I(15"E) = 938.78 NEENAH R-2540 CASTING (4' DIAM. MH) D = 4.05' I(15"W) = 938.18 R = 942.13 I(18"E) = 938.08 NEENAH R-2540 CASTING NEENAH R-3067-V CASTING SAFL BAFFLE ) NEENAH R-3067-V CASTING (5' DIAM. MH W/ I(18"W) = 937.47 R = 941.91 I(18"E) = 937.37 SAFL BAFFLE ) NEENAH R-3067-V CASTING D = 9.54' SUMP(5') = 932.37 D = 9.59' NEENAH R-3067-V CASTING I(18")=936.00 STM OUTFALL #B1 18" RCP F.E.S. I(18")=936.00 STM OUTFALL #C1 18" RCP F.E.S. I(18")=936.00 STM OUTFALL #D1 18" RCP F.E.S.(2'x3' BOX) NEENAH R-3067-V CASTING D = 2.75' R = 942.03 I(12"E) = 939.28 STM INLET #D5 (4' DIAM. MH) D = 4.05' I(15"W) = 938.18 R = 942.13 I(18"E) = 938.08 NEENAH R-2540 CASTING STM INLET #D3 (4' DIAM. MH) D = 3.35' I(12"W) = 938.88 R = 942.13 I(15"E) = 938.78 NEENAH R-2540 CASTING STM INLET #D4 100'-12" RCP(CL5) @ 0.4% 150'-15" RCP(CL5) @ 0.4% 153'-18" STM @ 0.4% 24'-18" STM @ 5.8% R = 941.91 SAFL BAFFLE ) STM INLET #B2 STM INLET #C2 STM INLET #D2 (6' DIAM. MH W/ (6' DIAM. MH W/ SUMP(6') = 931.37 D = 10.54' I(18"E) = 937.37 I(18"W) = 937.47 23'-18" STM @ 6.0% D = 10.54' SUMP(6') = 931.37 I(18"E) = 937.37 I(18"W) = 937.47 R = 941.91 23'-18" STM @ 6.0% 154'-18" STM @ 0.4% 154'-18" STM @ 0.4% 37'- 1 8 " S T M I(15"W) = 937.49 R = 942.06 I(18"E) = 937.39 NEENAH R-3067-V CASTING STM INLET #A3 (4' DIAM. MH) (5' DIAM. MH W/ I(18"NW) = 937.19 R = 941.68 SAFL BAFFLE ) I(18"SE) = 937.09 SUMP(5') = 932.09 I(18")=936.00 18" RCP F.E.S. STM INLET #A2 STM OUTFALL #A1 154'-15" RCP(CL5) @ 0.4% 50'-18" S T M @ 0.4% D = 4.67' @ 3 . 0 % STM STRUCTURE #F (SEE DETAILS) STM OUTFALL #F1 12" RCP F.E.S. I(12")=933.28 BUILDING #1 -WTR SERVIC E 10' - 4" WTR SERV. W/ 6"x6"x4" TEE & 4" G.V. BUILDING #2 -WTR SERVIC E 10' - 4" WTR SERV. W/ 6"x6"x4" TEE & 4" G.V. BUILDING #3 -WTR SERVIC E 10' - 4" WTR SERV. W/ 6"x6"x4" TEE & 4" G.V. BUILDING #4 -WTR SERVIC E 55' - 4" WTR SERV. W/ 4" G. V . 12" WTR STUB. CONNECT TO EXISTING & 6" GATE VALVE INSTALL 12"x6" REDUCER 24° 24° 58 9 ' - 6 " W T R (SEE DETAILS) F.G. = 943.30 19.0' - 6" LEAD 6"x6" TEE W/ WITH VALVE HYDRANT #1 (2)45° 6"x4" REDUCER 14'-8" STM @ 17.9% INV(8"E)=941.50 INV(8"W)=939.00 BUILDING #1 -SAN. SERVIC E 22'-6" PVC @ 2.0%(MIN.) W/ 8"x8"x6" WYE BUILDING #2 -SAN. SERVIC E 22'-6" PVC @ 2.0%(MIN.) W/ 8"x8"x6" WYE BUILDING #3 -SAN. SERVIC E 22'-6" PVC @ 2.0%(MIN.) W/ 8"x8"x6" WYE BUILDING #4 -SAN. SERVIC E 45-6" PVC @ 2.0%(MIN.) W/ 8"x8"x6" WYE & (3) 45°BE N D INV (8")=930.10 8" PVC SANITARY STUB CONNECT TO EXISTING 62 ' - 8 " P V C (S D R 3 5 ) @ 0 . 5 % DEPTH=11.03' INV OUT(8"NE)=930.41 RIM=941.44 SAN MH A1 INV IN(8"S)=930.51 RIM=942.91 SAN MH A2 RIM=942.60 SAN MH A3 DEPTH=9.36' INV OUT(8"N)=933.24 27 0 ' - 8 " P V C ( S D R 3 5 ) @ 0 . 5 % DEPTH=11.12' INV OUT(8"N)=931.79 INV IN(8"S)=931.89 25 6 ' - 8 " P V C ( S D R 3 5 ) @ 0 . 5 % LEGEND PROPOSED BUILDINGS PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATER MAIN EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING HYDRANT AND VALVE EXISTING CATCH BASIN EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING OVERHEAD ELECTRIC LINE EXISTING POWER POLE EXISTING UNDERGROUND GAS LINE PROPOSED INSULATION EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE STORM WATER UTILITY EASEMENT 1.REFER TO SHEET C1.1 - "GENERAL NOTES" FOR GENERAL UTILITY, SANITARY SEWER, WATER AND STORM SEWER NOTES. UTILITY NOTES PROPERTY BOUNDARY LINE 942 943 943 943 943 943 943 943 943 942 943 943 943 943 943 943 943 943 943 941 941 942 943 943 93 8 942 942 943 BUILDING #1 BUILDING #2 BUILDING #3 BUILDING #4 PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE/R.O.W. 222ND STREET WEST 30' WIDE DRAINAGE SWAL E (UNDER CONSTRUCTION) & UTILITY EASEMENT 50' WIDE DRAINAGE 93 7 93 8 93 9 93 6 93 6 93 7 93 7 93 7 93 7 93 8 93 8 93 8 93 8 93 9 93 9 93 9 93 9 94 0 94 0 94 0 94 0 94 1 94 1 94 1 94 1 94 2 94 2 94 2 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 94 3 945 935 93 5 93 5 93 5 935 93 5 93 5 940 94 0 94 0 940 94 0 94 0 94 0 E D D E E D D E E D E D D D E LEGEND PLANTSYMBOL LANDSCAPE PLANTING SCHEDULE INSTALLATION SIZE (MINIMUM)CATEGORY DECIDUOUS TREE CHOSE VARIETIES FROM THE PLANT LIST TO THE RIGHT AUTUMN BLAZE MAPLE, NORTHWOOD MAPLE, NORTHERN PIN OAK, NORTHERN RED OAK, SWAMP WHITE OAK, RIVER BIRCH, SENTRY LINDEN, LITTLE LEAF LINDEN, HACKBERRY, THORNLESS HONEYLOCUST, SKYLINE HONEYLOCUST, KENTUCKY COFFEE TREE DECIDUOUS SHADE TREES: 2 1 2 INCH DIAMETER QUANTITY 8 DECIDUOUS ORNAMENTAL TREES: 2 INCH DIAMETER SINGLE STEM OR 6-7 FOOT, CLUMP FORM EVERGREEN TREES: 6 FEET IN HEIGHT NTS DECIDUOUS TREE PLANTING DETAIL N.T.S. EVERGREEN PLANTING DETAIL SEED w/ MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED w/ MNDOT WET DITCH (WD) SEED MIX (TYP.) SCREENING TREE (EVERGREEN) SCREENING TREE (DECIDUOUS) EVERGREEN TREE CHOSE VARIETIES FROM THE PLANT LIST TO THE RIGHT COLORADO BLUE SPRUCE, BLACK HILLS SPRUCE 7 D E E D 222ND STREET WEST (UNDER CONSTRUCTION) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 0.7 0.5 0.2 0.1 0.2 0.2 0.2 0.2 0.3 0.2 0.4 1.0 1.7 1.5 0.7 0.3 0.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.3 0.7 1.0 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.3 0.1 0.3 0.8 1.9 2.3 1.1 0.4 0.1 0.5 0.4 0.3 0.5 0.8 0.1 0.4 1.4 3.1 2.6 0.9 0.2 0.1 1.4 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.4 1.1 0.6 0.4 0.3 0.2 0.3 0.4 0.2 0.6 1.6 2.9 1.8 0.6 0.2 0.6 0.6 0.3 0.5 1.0 0.1 0.2 0.9 2.8 3.8 1.4 2.1 1.1 0.5 1.2 3.1 4.3 1.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.7 3.5 2.4 0.8 1.1 0.6 0.4 1.0 1.5 0.1 0.5 1.8 2.8 1.9 0.7 0.8 2.8 4.6 6.3 2.3 0.7 1.8 5.8 5.0 1.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 1.2 0.6 2.1 5.5 7.0 3.8 1.0 1.1 4.0 6.7 6.2 2.7 0.8 1.8 5.3 5.8 1.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 1.8 0.8 2.6 6.4 6.1 4.1 1.2 1.1 3.8 7.2 6.9 2.8 0.9 1.5 4.3 3.7 1.6 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 2.1 0.8 2.4 6.7 4.0 1.3 0.9 2.9 4.6 3.7 2.4 0.9 1.3 3.2 5.3 2.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.8 2.0 0.8 1.9 3.9 3.2 1.3 0.9 2.6 4.5 6.5 3.3 1.0 1.4 4.6 6.2 2.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.2 2.1 0.8 1.8 4.7 5.2 1.6 0.9 3.1 7.2 6.4 3.7 1.1 1.3 4.2 6.3 6.9 2.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 2.7 0.9 2.0 5.8 5.2 1.8 0.9 2.9 6.6 7.2 4.0 1.2 1.1 3.7 6.2 4.4 2.2 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 2.9 0.9 1.8 5.5 5.5 1.8 0.8 2.4 5.4 3.7 3.0 1.2 1.0 2.7 3.7 5.0 2.6 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 2.8 0.9 1.5 3.9 3.5 1.7 0.8 2.0 4.0 4.1 1.4 1.0 3.4 7.1 7.0 3.3 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 2.6 0.9 1.4 3.6 6.0 2.2 0.8 2.3 6.5 4.8 1.6 1.0 3.3 6.4 7.1 3.6 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 3.6 1.1 1.4 4.7 6.0 2.5 0.9 2.2 5.8 5.3 1.7 0.9 2.9 6.8 5.0 3.0 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 3.9 1.2 1.3 4.4 6.7 6.8 2.6 0.9 1.8 5.1 3.7 1.6 0.8 2.2 3.7 4.2 3.1 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 3.9 1.2 1.1 3.4 5.1 3.9 2.2 0.8 1.5 3.4 4.6 1.8 0.8 2.4 6.3 6.9 4.4 1.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 3.0 1.2 1.0 2.8 4.2 6.0 2.8 0.9 1.6 5.1 6.0 2.2 0.9 2.5 6.1 4.6 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 1.4 1.0 3.5 7.4 6.6 3.3 1.0 1.5 4.7 6.4 2.3 0.8 2.2 6.4 4.1 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.8 1.6 1.0 3.3 6.6 7.3 3.6 1.0 1.4 4.4 4.6 2.1 0.8 1.7 3.7 3.4 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 1.7 0.9 2.8 6.0 4.2 2.8 1.0 1.1 2.9 3.4 4.5 2.3 0.8 1.7 4.9 5.6 1.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 1.6 0.8 2.2 3.9 5.0 3.5 1.2 1.1 3.8 6.7 7.0 2.9 0.9 1.8 5.3 5.4 1.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.4 1.9 0.9 2.6 6.8 6.6 4.4 1.3 1.1 3.7 6.4 6.7 3.2 1.0 1.7 5.3 5.5 1.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.8 2.2 0.9 2.5 6.1 4.7 1.4 1.0 3.5 7.2 5.7 2.9 1.0 1.3 3.5 3.8 1.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 2.4 0.9 2.2 6.0 3.7 1.4 0.9 2.5 3.8 4.1 2.8 1.0 1.3 3.7 6.6 2.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 2.1 0.8 1.7 3.6 4.0 1.6 0.9 2.7 6.2 7.3 4.0 1.1 1.3 4.2 6.6 6.2 2.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 2.6 0.9 1.8 5.5 5.7 1.9 0.9 2.8 6.4 6.3 4.1 1.2 1.2 4.0 7.1 6.7 2.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 3.0 0.9 1.8 5.1 5.7 2.0 0.8 2.6 6.8 3.9 1.2 1.0 3.0 4.6 3.7 2.3 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 3.2 1.0 1.6 5.1 4.7 1.9 0.8 2.0 4.0 3.1 1.2 0.9 2.7 4.7 6.6 3.1 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.5 2.6 0.9 1.3 3.1 4.1 1.9 0.8 1.9 4.9 5.0 1.5 0.9 3.2 7.2 6.3 3.4 0.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 3.0 1.0 1.3 4.1 6.7 2.5 0.8 2.0 5.8 4.9 1.6 0.8 2.9 6.7 7.0 3.5 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 3.9 1.1 1.2 4.2 6.2 6.3 2.6 0.8 1.8 5.6 4.9 1.4 0.6 2.0 4.6 2.6 1.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 4.1 1.1 1.0 3.8 7.0 5.5 2.1 0.6 1.1 3.0 1.8 0.8 0.4 0.8 1.1 0.1 0.5 1.5 3.0 2.3 0.9 0.3 0.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.4 2.9 0.8 0.6 1.9 2.7 1.9 0.5 0.1 1.5 0.9 0.4 0.5 0.8 0.1 0.3 1.0 2.6 3.0 1.2 0.4 0.1 0.5 0.3 0.2 0.3 0.3 0.2 0.4 0.9 1.4 1.2 0.6 0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 4.0 2.3 0.7 1.1 0.5 0.3 0.6 0.5 0.2 0.6 1.7 2.8 1.6 0.6 0.2 0.4 0.3 0.2 0.2 0.2 0.1 0.2 0.5 1.0 1.1 0.6 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 2.1 1.4 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.4 0.7 0.9 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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Exterior Rendering- Public Facing Lakeville, MN | 07/09/2025 | V1 Public Face 1 2 BOULDER AVE & HWY 3 1 MIDWESTFlexSpace Stone/Faux Stone Wainscot Cement Bd Siding (Horizontal) 2