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Action 1 - Resolution Approving the Brookshire Preliminary Plat, Rezoning Ordinance, Conditional Use Permit, and Variance
3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 13 April 2022 RE: Lakeville - Brookshire TPC FILE: 135.01 BACKGROUND D.R. Horton has submitted plans for development of Brookshire located south of 170th Street abutting the east and south boundaries of the City. The submitted plans propose development of 298.93 acres with 736 dwellings, as well as public park, and HOA open space and a clubhouse facility. The proposed development requires applications for a Zoning Map amendment; Conditional Use Permit for single family lots within the RST-2 District and for a HOA clubhouse facility and HOA park and open spaces; Subdivision Ordinance variance for cul-de-sac length; and preliminary plat. A public hearing has been noticed for the Planning Commission meeting on 21 April 2022 to consider the applications. Exhibits: A. Site Location Map B. Preliminary Plat (4 pages) C. Grading Plan (14 pages) D. Utility Plan (3 pages) E. Landscape Plan (14 pages) F. Tree Preservation Plan G. Townhouse Building Plans (6 pages) H. Clubhouse Site, Building, and Photometric Plans (8 pages) I. Dakota County Plat Commission Letter J. Neighborhood Meeting Notes 2 ANALYSIS Land Use. The 2040 Land Use Plan guides the subject site for Low Density Residential land uses, which is defined as development with a net density of 3.0 dwelling units or less per acre anticipated to be single family neighborhoods. The density of the proposed preliminary plat based on a net area of 249.00 acres (gross area minus arterial and major collector right-of-way and wetlands) and 736 dwelling units is 2.96 dwelling units per acre. The 736 dwellings are proposed to consist of 555 single family dwellings and 181 townhouse dwellings. Based on changing demographic characteristics of the community, the 2040 Comprehensive Plan encourages development of small lot single family dwellings, detached townhomes, twin homes, traditional townhouses, back-to-back townhouses, and multiple family housing dwelling units to complement traditional single-family homes. The policy for implementation of the alternative dwelling units is to provide for development throughout the community to avoid a concentration of higher density housing types at a single location or in a continuous corridor between major activity nodes consistent with the desired community development concept. Inclusion of the proposed townhouses at the northwest corner of the preliminary plat provides a desirable land use transition from the existing Lake Place townhouses to the west of Eagleview Drive with the same type of dwellings on both sides of the roadway. Likewise, the proposed townhouse dwellings at the southwest corner of Street 17 and future Diamond Path provides separation between the major intersection and single family dwellings to the west and south. Both nodes of townhouse dwellings provide added housing diversity to the proposed Brookshire neighborhood and the City’s overall housing stock. The proposed preliminary plat is consistent with the land use and housing policies of the 2040 Comprehensive Plan. MUSA. The subject site is within MUSA Expansion Area A. Land within MUSA Expansion Area A was identified during the 2040 Comprehensive Plan update to indicate that development as guided by the 2040 Land Use Plan will be allowed prior to 2028 provided that the following criteria are met: 1. The proposed development is consistent with the 2040 Land Use Plan and compatible with present and future land uses within the area as guided by the 2040 Land Use Plan. 2. Public sewer and water utilities are in place adjacent to the property with adequate downstream capacity to serve the proposed land use. 3. Development of the proposed land use will not unduly burden the City or adjacent properties due to development related costs or long-term maintenance, such as trunk oversizing and/or regional ponding credits, collector roadway financing, and park development. 3 4. Development of the property provides for or includes a public purpose such as major street connections, regional stormwater basins or facilities, community park and recreation facilities or other City needs. The proposed land use is consistent with the goals, policies, and plans of the 2040 Comprehensive Plan. Sewer and water utilities are available to the subject site with adequate capacity to serve the proposed preliminary plat. The preliminary plat will provide for right-of- way and construction of arterial and collector streets as designated by the Transportation Plan. Finally, the preliminary plat provides for dedication of land as part of the North Creek regional greenway corridor designated by the Parks, Trails, and Open Space Plan. The preliminary plat satisfies the criteria established by the 2040 Comprehensive Plan for development of the subject site within MUSA Expansion Area A prior to 2028. Zoning. The subject site is zoned RS-3 District. The developer is requesting a Zoning Map amendment to designate RST-2 District zoning for the single family lots (and HOA clubhouse facility) and RM-1 District for the proposed townhouse unit and base lots. The single family lots are proposed in two forms, one with a 55 foot minimum lot width and one with a 70 foot minimum lot width. The City, as part of the 2021 Zoning Ordinance update, adopted standards for development of single family lots within the RST-2 District that are within a plat of at least 100 acres accessed by a major collector or arterial street to allow for a reduction in lot width. The intent of these provisions is to allow for greater diversity in housing choice within large scale developments similar to the character of the neighborhoods developed within Spirit of Brandtjen Farm and Avonlea through conventional zoning without the need for a PUD, Planned Unit Development District. Designation of RST-2 District zoning for the subject site to allow access to these standards is appropriate for the single family lots within the proposed preliminary plat in accordance with the policies of the Comprehensive Plan. The RM-1 District allows for the proposed row-style townhouses platted in a base lot and unit lot configuration as a permitted use with performance standards appropriate for a suburban form of development. Surrounding Uses. The subject site is adjacent to existing residential uses west of Eagleview Drive at the northwest corner of the subject site. These residential developments include townhouse dwellings within the Lake Pointe plat guided by the 2040 Land Use Plan for Medium-to-High Density Residential land uses and zoned RM-2 District and single family dwellings within the Wild Wings plat guided for Low-to-Medium Density Residential land uses and zoned RS-4 District. Comments were made at the neighborhood meeting regarding the orientation of the townhouses within Block 1 backing up to Eagleview Drive rather than facing and accessing from this street like the dwellings in Lake Place and Wild Wings. With Eagleview Drive being a minor collector street, reducing the number of driveways to the roadway is desirable and arrangement of the Brookshire townhouses with double frontage to an interior private drive is 4 allowed by the Subdivision Ordinance and Zoning Ordinance. The yard along Eagleview Drive is to be landscaped as a quasi-buffer yard to screen the roadway from the view of the proposed townhomes, which will also screen the proposed townhomes from the existing dwellings on the west side of Eagleview Drive. The proposed land uses and subdivision design will be compatible with existing and planned land uses in Lakeville surrounding the subject site. Single Family Lots. Section 11-57-7.H.3, 11-57-15.A and Section 11-21-9.E.1.a and b of the Zoning Ordinance establishes that the RST-2 District requires the following minimum lot requirements: Permitted Conditional Buffer Yard Corner Lot Interior Lot Corner Lot Interior Lot Min. Lot Area 10,200sf. 8,400sf. 9,520sf. 7,500sf. Min Width: 95ft. Min. Depth 150ft. Min. Lot Width 85ft. 70ft. 70ft. 55ft. Max Lot Cover 40% 45% Section 11-57-7.H of the Zoning Ordinance allows for the proposed lots with reduced area and width by approval of a Conditional Use Permit provided that the number of lots with reduced area or width are not more than 35 percent of the single family lots within the preliminary plat and the mean area of all single family lots within the preliminary plat shall be equal to or greater than the minimum lot area required by Section 11-57-15.A of the Zoning Ordinance. The lots proposed with a minimum lot area and width less than the permitted requirements of the RST-2 District are indicated on the preliminary plat. The proposed 55 foot wide lots number 170 lots or 30.6 percent of the total of the single family lots within the preliminary plat, which complies with the Zoning Ordinance. The mean lot area for all of the single family lots within the preliminary plat is 10,789 square feet and greater than the minimum lot area of the RST-2 District, which complies with the requirements for allowance of reduced lot width by Section 11-57-7.H of the Zoning Ordinance. Block 24 has double frontage lots to Street 1 and Street 19, but Section 10-4-2.I prohibits double frontage lots except those that abut major collector or arterial streets. The double frontage lots are problematic in that there is a sidewalk along the west side of Street 1 that would need to be maintained by the abutting lot owners and no privacy fences would be allowed in the rear yards of these lots. The preliminary plat must be revised to eliminate the double frontage lots or extend Outlot I between these lots and Street 1 to provide for an HOA maintained open space with buffer yard landscaping planted. 5 Single Family Setbacks. Section 11-57-7.H.3, Section 11-57-15.A, and Section 11-21-9.E.1.c of the Zoning Ordinance establishes the following setback requirements for single family lots within the RST-2 District. These setbacks are indicated on the preliminary plat and each lot has an adequate building envelope to accommodate a single family dwelling. Front Side Rear Buffer Yard ROW Interior 25ft. garage face 20ft. bldg. 20ft. 7ft. 30ft. Rear 50ft. Side 30ft. Townhouse Lots. Section 11-58-15.B of the Zoning Ordinance requires a minimum of 5,000 square feet of lot area per townhouse dwelling. The preliminary plat complies with the minimum lot area requirements for the RM-1 District. The four blocks of townhouse dwelling units within the preliminary plat are to be platted in a unit and base lot configuration as required by Section 11-58-19.A.2 of the Zoning Ordinance. Block Unit Lots Total Area Lot Area/Unit 1 61 379,974sf. 6,229sf. 5 10 139,362sf. 13,936sf. 21 75 461,968sf. 6,243sf. 22 36 199,446sf. 5,540sf. Townhouse Setbacks. Section 11-58-17.B and Section 11-21-9.E.1.c of the Zoning Ordinance establishes the minimum setback requirements for townhouse dwellings within the RM-1 District shown in the table below. The site plans for the townhouses shown on the preliminary plat comply with the setback requirements of the Zoning Ordinance. ROW 20ft. 25ft. to garage face Base Lot 30ft. Buffer Yard 50ft. Wetland buffer 20ft. Between Buildings 20ft. Private Drives 30ft. Guest Parking 15ft. Access. The subject site abuts the existing or planned roadways shown in the table below that provide access for the proposed preliminary plat. The Environmental Assessment Worksheet completed for the proposed development included an analysis of traffic generation relative to available street capacity to accommodate the proposed preliminary plat. There is adequate traffic capacity within the existing and planned street system for the number of dwelling units included in the preliminary plat. Right-of-way dedication for the streets abutting the plat is 6 subject to review and approval of the City Engineer. The preliminary plat is also subject to review and approval by Dakota County as it abuts existing and planned County rights-of-way. Street Functional Classification 170th Street Major Collector Eagleview Drive Minor Collector 179th Street (Future CSAH 9) A-Minor Arterial Diamond Path (Future CSAH 33) A-Minor Arterial Streets. The preliminary plat includes construction of the following streets: Street Functional Classification ROW Section Trail/ Sidewalk Street 17(179th Street) A-Minor Arterial 120ft. 23ft. divided Trail both sides Eagleview Drive Minor Collector 80ft. Sidewalk east side Street 8 Minor Collector 80ft. 32ft. Sidewalk both sides Streets 1-7, 9-16, 18-25 Local 60ft. 32ft. Sidewalk one side except cul- de-sac Future Diamond Path A-Minor Arterial 120ft. TBD TBD Street 6, Street 9, Street 11, Street 18, Street 19, and Street 23 all include permanent dead ends that are warranted by intersection spacing requirements, existing property boundaries, or natural features. Section 10-4-3.S.3 of the Subdivision Ordinance requires that each cul-de-sac be a minimum of 150 feet and not more than 600 feet in length with a turnround at the closed end having a 60 foot radius. All of the cul-de-sac streets are less than 600 feet in length except Street 19. The length of the Street 19 cul-de-sac is 628 feet from the centerline of the intersecting street to the center of the turnaround radius requiring a variance in accordance with Section 10-6-2 of the Subdivision Ordinance. The variance is warranted based on the natural elements of the site, including North Creek and wetlands, together with the site plan for the townhouses to the north of Block 23 and Outlot I. All right-of-way dedication, street design and construction plans (including cul-de-sac turnarounds) are subject to review and approval of the City Engineer. Townhouse Private Drives. The townhouses within Block 1, Block 21, and Block 22 of the preliminary plat are proposed to be accessed via private drives. The private drives comply with the standard established by Section 11-58-21.G.1 of the Zoning Ordinance to provide through connections or access to not more than six dwelling units for dead-ends. The private drives are shown to be 24 feet in width as required by Section 11-58-21.G.4 of the Zoning Ordinance. 7 There are sidewalks along the private drives labeled as Street 4 and Street 16. We recommend that the sidewalk shown on the inside perimeter of Street 16 be shifted to the outside perimeter of the private drive and that the sidewalks on both Street 4 and Street 16 be located directly behind the curb. The design and construction of the private drives are to be subject to review and approval of the City Engineer. Townhouse Guest Parking. Section 11-58-21.H.1.a of the Zoning Ordinance requires that townhouse dwellings provide 0.5 off-street parking stalls per dwelling unit for guest parking. The submitted plans provide for 36 guest parking stalls in the area of the 71 townhouse dwellings within Block 1 and Block 5. There are 60 guest parking stalls in the area of the 110 townhouse dwellings within Block 21 and Block 22. The location and ratio of guest parking stalls for the townhouse dwellings comply with the requirements of the Zoning Ordinance. Park Dedication. The Parks, Trails, and Open Space Plan identifies acquisition of land within the area of the subject site as part of the North Creek regional trail corridor, which enters the property at its west line just north of Street 17 and flows southeasterly to the south line of the property. Section 10-4-8 of the Subdivision Ordinance provides that the City may require dedication of a reasonable portion of buildable land within a subdivision for public park purposes, which is to be in addition to any private facilities the developer may propose as part of the development. The buildable area of the subject site for park dedication purposes is defined as the gross area of the subject site less right-of-way for arterial and major collector streets, wetlands, and floodplain. The gross area of the subject site is 298.93 acres and the preliminary plat identifies that the subdivision provides for dedication of 20.34 acres of right-of-way for arterial and major collector streets and within subject site is 23.35 acres of wetlands and 6.24 acres of floodplain. The net buildable area of the subject site is 249.00 acres. Based on 736 proposed dwelling units, the net development density of the proposed preliminary plat for park dedication purposes is 2.96 dwelling units per acre. Section 10-4-8.I of the Subdivision Ordinance states that the City may require dedication of up to 12 percent of the net buildable area of a preliminary plat for park purposes when the proposed density is less than 3.0 dwelling units per acre. Twelve percent of 249.00 acres is equal to 29.88 acres that the City may require to be dedicated to the City for park purposes. The preliminary plat identifies dedication of Outlots F and H to the City for park dedication purposes. Land to be dedicated for park purposes satisfying the requirements of the Subdivision Ordinance is not to include rights- of-way, wetlands, wetland buffers, floodplain, or waterways in accordance with Section 10-4- 8.B of the Subdivision Ordinance. The preliminary plat identifies the net area of land within Outlots F and H provided as dedication of land for the regional greenway corridor within the subject site as guided by the Parks, Trails, and Open Space Plan as 2.10 acres, all of which is within Outlot F. This equates to 8 7.0% of the required land dedication. The balance of the required park land dedication is to be satisfied as a cash fee in lieu of land. The Developer will construct the trail within Outlot H providing a connection to the trails along 179th Street, which ultimately will connect to the planned Dakota County North Creek Greenway trail to the west. The City will reimburse the Developer for 100 percent of the costs for bituminous pavement and aggregate base for the trail construction within the greenway corridor. The amount of reimbursement, based on an estimate to be provided by the Developer’s engineer, will be credited to the Developer’s Park Dedication requirement with the future phase final plats. Satisfaction of park dedication requirements are to be subject to review by the Parks and Recreation Director, the recommendations of the Parks, Recreation, and Natural Resources Committee, and approval of the City Council. Easements. Section 10-4-4.A of the Subdivision Ordinance requires dedication of 10 foot wide easements at the perimeter of all lots. The preliminary plat indicates dedication of the required easements for all of the single family lots. The preliminary plat dedicates drainage and utility easement over the townhouse base lots of Lot 61, Block 1; Lot 75, Block 21; and Lot 37, Block 22. The need to oversize any easements for overland drainage or public utilities or any open space lot/outlot retained by the HOA is to be subject to review and approval of the City Engineer. Utility Plan. The developer has submitted a utility plan for the preliminary plat. All utility issues are subject to review and approval of the City Engineer. Grading Plan. The developer has submitted plans for grading, drainage, stormwater management, and erosion control plan for the preliminary plat. Storm water basins, wetlands and wetland buffer areas are to be platted in outlots and deeded to the City in accordance with Section 10-4-4.D of the Subdivision Ordinance. All grading, drainage, and stormwater management issues are subject to review and approval of the City Engineer and Environmental Resources Manager. Outlots. The preliminary plat includes 12 outlots summarized in the table below regarding area, purpose, and ownership. Outlot Area Purpose Ownership A 2.20ac. Stormwater management City B 2.90ac. Stormwater management City C 4.04ac. Stormwater management City D 1.88ac. Stormwater management City E 6.34ac. Stormwater management City F 4.76ac. Stormwater management/park City G 9.14ac. Stormwater management City H 37.88ac. Stormwater management/park City 9 I 0.43ac. Open Space HOA J 0.78ac. Open Space HOA K 0.08ac. Monument sign HOA L 0.43ac. Open Space HOA Homeowners Association. Documents establishing a homeowners association must be submitted with application for final plat approval to address ownership and maintenance of private open space for the proposed townhouse dwelling units in accordance with Section 11- 58-19.B of the Zoning Ordinance. A separate HOA is also likely necessary due to the proposed open space and clubhouse facility accessible to the single family dwellings within the preliminary plat. The structure of the HOA and the documents establishing it are subject to review and approval of City staff in conjunction with consideration of a final plat application. Townhouse Building Plans. The developer has submitted building elevations and floor plans for the 181 proposed townhouse dwellings to evaluate compliance with design and construction standards established by Section 11-58-21.B and C of the Zoning Ordinance. Building Materials. The exterior finish for the proposed townhouse building illustrates a stone wainscoting on the front of each building and the use of horizontal lap, board- and-batten, and shake style cement-fiber siding on the balance of the front elevation and on the entire side and rear elevations. The proposed materials comply with Section 11-59-21.B.3 of the Zoning Ordinance. Building Height. The proposed townhouse buildings are two story structures with slab- on-grade foundations. The height of the proposed buildings is within the three stories or 35 feet allowed within the RM-2 District by Section 11-59-23 of the Zoning Ordinance. Garages. Each townhouse dwelling is shown to have an attached garage that is 542 square feet in area by inside dimensions. The attached garages are 20.1 feet in width measured within the interior walls. The area and width of the proposed attached garages comply with Section 11-59-21.C of the Zoning Ordinance. Landscaping. The developer has submitted a landscape plan for the preliminary plat that is to be subject to review and approval of the City Forester addressing: Single Family Lots. The landscape plan is required to address the provisions of Section 11-21-9.C of the Zoning Ordinance including a minimum of two trees per single family lot. Based on 560 single family lots, 1,120 trees are required. The landscape plan summarizes that there are 808 street trees, plus buffer yard trees for a total of 1,980 trees. The single family lot and buffer yard requirements are separate and must be revised to indicate a minimum of two shade trees per lot plus landscaping required to comply with the separate buffer yard standards. Note that the street trees are actually installed in the front yard and not the public rights-of-way as required by Section 11-21- 9.C.4.f of the Zoning Ordinance. 10 Buffer Yard. Section 11-21-9.E of the Zoning Ordinance requires a residential buffer yard be planted abutting 170th Street, Street 17 (179th Street), and Diamond Path to provide a minimum visual screen to a minimum height of 10 feet. The planting schedule on the landscape plan indicates that the proposed evergreen trees planted within the buffer yard are to be six feet in height. The landscape plan must add spot elevations for the proposed grading plan along 170th Street, Street 17, and Diamond Path to demonstrate that the proposed plantings will provide the required 10 foot minimum screening height. They types and species of the proposed plantings are to be subject to review and approval of the City Forester. Townhouses. The townhouse base lots must each also address the landscape requirements of Section 11-58-21.I of the Zoning Ordinance including submission of a cost estimate for the proposed plantings with application for final plat approval. Again, the plantings required for the yards and foundations of the townhouse dwellings must be separated from the plantings required for the residential buffer yard by Section 11- 21-9.E of the Zoning Ordinance. We recommend that the developer provide separate information on the quantities and value of plantings for each block of townhouse dwellings to ensure that the landscaping is distributed appropriately within the development. Clubhouse. The developer has submitted site and building plans for an HOA clubhouse facility to be developed on Lot 1, Block 32. The clubhouse requires approval of a conditional use permit in accordance with Section 11-57-7.D of the Zoning Ordinance. A 30 foot setback from public rights-of-way is required for non-residential uses within the RST-2 District, which is indicated on the site plan. Community center buildings are required to provide a side yard setback double that required by the underlying zoning but not more than 30 feet, which for the proposed clubhouse building is 20 feet applicable to the north lot line. The off-street parking area is setback 15 feet from Street 1 as required by Section 11-19-7.I.1 of the Zoning Ordinance. The site plan complies with all required setbacks. The submitted plans indicate that the proposed building has an exterior finish of stone veneer, two forms of fiber cement board siding, glass windows, metal trim, and asphalt shingles. The proposed exterior materials comply with the requirements applicable within the RST-2 District. The proposed building is a one-story structure that is within the 35 foot height allowed for principal building within the RST-2 District. The submitted plans identify the area of the clubhouse as 5,594 square feet. Section 11- 19-13 of the Zoning Ordinance requires community center uses to provide 10 parking stalls plus one parking stall per 300 square feet over 2,000 square feet. Based on the 11 floor area of the proposed clubhouse and the requirements of the Zoning Ordinance, 28 off-street parking stalls are required. The preliminary site plan provides 36 off-street parking stalls exceeding the number required. The site plan shows one ADA accessible stall is provided, but two stalls are required for parking lots with 26-50 stalls requiring the site plan to be modified. The submitted landscape plan for the preliminary plat and the site plans for the clubhouse lot detail plant types, sizes, and quantities for the proposed landscaping. The landscape plan for the clubhouse property is to be subject to review and approval of the City Forester in compliance with the requirements of Section 11-21-9 of the Zoning Ordinance. The developer has submitted an exterior lighting plan indicating the location, type and height of all exterior light fixtures and a photometric plan illustrating the intensity of the proposed exterior lighting in compliance with Section 11-16-17 of the Zoning Ordinance. There is a trash storage area shown at the northwest corner of the off-street parking area. The developer has submitted a plan for an enclosure for the exterior trash and recycling containers that complies with the requirements of Section 11-18-11 of the Zoning Ordinance. Outlot I. The preliminary plat illustrates a HOA private park on Outlot I south of Street 17 (future 179th Street) and west of Street 1, which requires approval of a conditional use permit in accordance with Section 11-57-7.D of the Zoning Ordinance. No plans have been submitted for the private park, but the preliminary plat illustrates an envelope for installation of play equipment in the future. The proposed building envelope provides a 30 foot setback from Street 1 and Street 19 and 20 foot setback from the north and south lot line of the outlot. The site plan complies with all required setbacks and installation of play equipment in the future will require issuance of a building permit. Sign. The preliminary plat identifies Outlot K at the intersection of 170th Street and Street 1 for the purpose of locating a subdivision identification sign. Section 11-23-15.X of the Zoning Ordinance allows one subdivision identification sign at each entrance to a development from a collector or arterial street. Subdivision identification signs are limited to an area of 100 square feet and 10 feet in height and must be setback 15 feet from public rights-of-way. A sign permit is required to be approved by the Zoning Administrator for each subdivision identification sign in accordance with Section 11-23-5 of the Zoning Ordinance. CONCLUSION The proposed Brookshire preliminary plat is consistent with the land use and housing policies of the Comprehensive Plan and complies with the provisions of the Zoning Ordinance and Subdivision Ordinance. 12 Findings of fact supporting the approval of the Zoning Map amendment, Conditional Use Permit, and Subdivision Ordinance variance have been drafted for consideration by the Planning Commission. Our office and City staff recommend approval of the applications be subject to the following stipulations: 1. The preliminary plat shall be revised to eliminate the double frontage lots within Block 24. 2. Park dedication shall be subject to the recommendations of the Parks, Recreation, and Natural Resources Committee to be satisfied as: a. Outlots F and H shall be deeded to the City for 2.10 acres or 7.0 percent credit for the required park land dedication for the preliminary plat; b. The balance of the required park dedication shall be satisfied as a proportional cash fee in lieu of land equal to 93 percent of the cash fee in effect at the time of final plat approval. c. The City shall reimburse the developer for 100 percent of the costs for bituminous pavement and aggregate base for the trail construction within the Outlot H, based on an estimate to be provided by the developer’s engineer, will as a credit to the park dedication cash fee in lieu of land requirement with the final plat of future phases. 3. All right-of-way dedication and street design and construction plans shall be subject to review and approval of the City Engineer. 4. All private drive design and construction plans are subject to review and approval of the City Engineer. 5. All drainage and utility easement shall be subject to review and approval of the City Engineer. 6. All utility issues shall be subject to review and approval of the City Engineer. 7. All grading, drainage, stormwater management, wetland, and erosion control issues shall be subject to review and approval of the City Engineer. 8. Outlots A, B, D, E, and G shall be dedicated to the City for stormwater management purposes. 13 9. The developer shall submit documents with application for final plat approval establishing a homeowners association to address ownership and maintenance of private open space for the proposed townhouse dwelling units in accordance with Section 11-58-19.B of the Zoning Ordinance, subject to review and approval of City staff. 10. The landscape plan for the proposed preliminary plat shall be subject to review and approval of the City Forester in compliance with Section 11-21-9 of the Zoning Ordinance and Section 11-58-21.I of the Zoning Ordinance, including the following: a. There shall be a minimum of two shade trees planted within each single family lot. b. The landscape plan for Blocks 1, 5, 21, and 22 shall individually comply with Section 11-59-21.I of the Zoning Ordinance. c. The residential buffer yard requirements of Section 11-21-9.E of the Zoning Ordinance shall be in addition to the requirements of Section 11-21-9.C and 11- 59-21.I of the Zoning Ordinance. 11. Installation of play equipment within Outlot I shall be subject to review and approval by the Zoning Administrator and issuance of a building permit(s) as may be required. 12. Subdivision identification sign(s) shall comply with Section 11-23-15.X of the Zoning Ordinance subject to approval of a sign permit by the Zoning Administrator prior to installation. c. Justin Miller, City Administrator John Hennen, Parks and Recreation Director Alex Jordan, Assistant City Engineer Andrea McDowell-Poehler, City Attorney Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community City of Lakeville Brookshire Preliminary Plat Location MapPILOT KNOB ROAD (CSAH 31)170TH ST City of Farmington Brookshire Preliminary plat location Empire TownshipEAGLEVIEW DR173RD ST 179TH ST (FUTURE CSAH 9) EXHIBIT A STREET 2 STREET 3 STREET 19 STREET 9 STREET 17 STREET 8 7 8 6 15 STREET 25 9 151314121110987654321 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18192021222324252627282930 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21222324252627282930313233343536 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 678 9 10 11 12 13 14151617 18 19 20 21 22 23 24 25 26 2827 29 1 2 3 4 5 6 7 8 910 11 12 13 1 2 3 4 5 6 9 1110 12 13 1 2 3 4 5 8 7 91011 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 18 171920 21 22 24 23 26 25 2 1 3 5 4 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12131415161718 1 19 2 3 4 5 6 7 8 9 10 11 12 131415161718 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8910 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 24 26 27 28 29 30 32 31 33 1 2 3 4 5 6 7 8 9 10111213 14 15 16 17 18 19 1 2 3 4 5 6 8 7910 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920212223242526272829 1 2 3 4 5 6 7 8 9 10 1112 13 14 1 2 3 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1817 19 20 21 22 23242526 28 27 29 30 31 32 33 34 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2728 29 30 31 32 33 34 35 36 1920 18 17 15 16 14 13 12 10 11 9 8 7 6 5 4 3 2 112345 6 7 8 12 10 11 16 13 14 15 17 20 18 19 22 21 23 26 24 25 27 28 4123 5 76 118910 12 13 14 17 15 16 20 18 19 21 24 2223 25 27 26 28 3029 32 31 3334383536374639404142434445 7374 72 7071 6869 62 6766 65 64 63 6061 59 58525756555453514950 1 4847 11 23456 7 8910 151213 14 1716 18 19 27 2021222324 25 26 29 31 28 35 30 33 323436 123 54 6 7 89 1110 141312 15 16171819 20 2221 25 2324 26 29 2728 31 30 3332 34 35 39363738 45 404142 4344 49 46 4748 5150 5352 5554 56 57 1 32 45 678910 1COMMON LOT 62 1 44 6 6 7 7 8 9 9 9 10 1010 11 11 12 12 12 13 13 14 14 15 15 16 16 16 17 17 18 19 20 20 20 21 21 2122 2 3 5 23 23 24 26 26 28 27 29 29 30 31 31COMMON LOT 11COMMON LOT 75 OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT G OUTLOT F OUTLOT H 1 2 3 4 5 6 7 8 9 11 10 12 1314151617 18 19 20 21 22 23 24 1 2 3 4 5 6789 25 OUTLOT I OUTLOT J 61,252 SF WETLAND IMPACT 170TH STREET WEST 170TH STREET WEST 58596061 OUTLOT L 1 32 34 26 26 34 34 26 26 34 1 2 3 4 2,550 SF 2,550 SF1,950 SF 1,950 SF STREET 4.8 21.2 21.2 4.8 4.8 21.2 21.2 4.8 15.0 11.011.0 15.015.0 11.011.0 15.0 623 PROJECT NUMBER: 0029340.00 LAKEVILLE, MINNESOTA 03/24/2022 . . .BROOKSHIRE OVERALL PRELIMINARY PLAT20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044 02/17/22 DR HORTON, INC. - MINNESOTA 03/24/2022 26971 CORY MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ########### ### OR ### 03/24/2022 . . . . REVISED PER CITY COMMENTS . . . . EXISTING ZONING: RS-3PROPOSED ZONING: RM-1 (BLOCKS 1, 5, 21, 22) GROSS SITE AREA: 298.93 AC / 13,021,391 SF MAJOR R.O.W. (170TH ST., STREET 17 & FUTURE DIAMON PATH): 20.34 AC / 886,010 SF EXISTING WETLANDS: 23.35 AC / 1,017,126 SF FLOOD PLAIN (NOT WET): 6.24 AC / 271,814 SFNET SITE AREA: 249.00 AC / 10,846,440 PARK DEDICATION: 2.10 AC / 91,476 SF DEVELOPMENT SUMMARY MULTI-FAMILY TOWNHOMES:181 HOMES 55' SELECT / EXPRESS SELECT (B2,3,4,6,11(L1-10,13,14),27,28,29(L20-36)): 170 LOTS (30.6%) 70' RAISED RANCH / HORTON SINGLE FAMILY:385 LOTS (69.4%) TOTAL HOMES: 736 HOMES PROJECT OPEN SPACE: 70.86 AC / 3,086,661 SFSEE OUTLOT TABLE BELOW PROJECT DENSITY: MINIMUM LOT AREA SITE DEVELOPMENT DATA SINGLE FAMILY LOT STANDARDS 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. 5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND AVERAGE LOT AREA* MINIMUM LOT WIDTH MIN. CORNER LOT WIDTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD 70' SINGLEFAMILY 55' SINGLEFAMILY 8,400 SF 11,731 SF 7,500 SF 8,787 SF 55' @ FRONT SBK 70' @ FRONT SBK 70' @ FRONT SBK 85' @ FRONT SBK 20' / 25' GARAGE 7'/7'; 14' TOTAL 20' 30' OUTLOT TABLE OUTLOT A GROSSAREA (AC)USE OWNERSHIP PONDING / OPEN SPACE CITY 2.20 AC B 2.90 AC C 4.04 AC D 1.88 AC E 6.34 AC PROPERTY DESCRIPTION 0'300'600'900' 1" = 300' SEE EXISTING CONDITIONS SHEET FOR PROPERTY DESCRIPTION MINIMUM LOT DEPTH 130'125' 7'/7'; 14' TOTAL 20' 30' MULTI-FAMILY LOT STANDARDS SETBACKS FRONT TO R/W FRONT TO PRIVATE DRIVE SIDE TO R/W REAR STANDARD 25' TO GARAGE 30' TO GARAGE 25' 30' BETWEEN BUILDINGS 20' DENSITY 5,000 SF PER UNIT MIN. F 4.76 AC G 9.14 AC H 37.88 AC I 0.43 AC J 0.78 AC TYPICAL 70' SINGLE FAMILY LOT DETAIL 5' 7' 5' 70' 70' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOTDIMENSION FRONT BUILDINGSETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDINGSETBACK LOT LINEDRAINAGE &UTILITYEASEMENT ROADRIGHT-OF-WAY X,XXX SF LOT AREA TYPICAL 55' SINGLE FAMILY LOT DETAIL 5' 7' 5' 55' 55' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOTDIMENSION FRONT BUILDINGSETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDINGSETBACK LOT LINEDRAINAGE &UTILITYEASEMENT ROADRIGHT-OF-WAY X,XXX SF LOT AREA TYPICAL TOWNHOME DETAIL GARAGE GARAGE GARAGE GARAGE DWY DWY DWY DWY 88 PARKING PROVISIONS: REQUIRED GUEST PARKING: 0.5 STALL PER UNIT X 177 UNITS = 90.5 STALLS PROVIDED GUEST PARKING: 96 STALLS CITY CITY CITY CITY CITY CITY HOA HOA HOA PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING / OPEN SPACE PONDING PONDING / OPEN SPACE / PARK PONDING PARK OPEN SPACE MAX. BLDG COVERAGE 45%40% 20' / 25' GARAGE RST-2 (REMAINDER) SINGLE FAMILY HOMES:555 HOMES 5,303 SF/UNIT PROVIDED (OUTLOTS H TRAIL CORRIDOR, 20' AVG. WIDTH AS CALC.) *OVERALL AVERAGE LOT AREA: 10,789 SF K 0.08 ACHOAMONUMENT SIGN L 0.43 ACHOAOPEN SPACE PROPOSED WETLAND IMPACT:61,252 SF (1.406 AC) PROPOSED WETLAND IMPACT (VIA OFFSITE CREDIT PURCHASE):122,504 SF (2.812 AC) GROSSAREA (SF) 95,607 SF 126,208 SF 175,913 SF 81,783 SF 276,376 SF 207,396 SF 397,950 SF 1,650,141 SF 18,574 SF 34,098 SF 3,659 SF 18,801 SF EXHIBIT B SANSANSAN WATWATWATWAT STOSTOSTOSTO WATMAIL48" RCP SAN SEWER48" RCP SAN SEWER48" RCP SAN SEWERGASGASGASGASGASGASGASGASGASGASGASGASSTREET 2STREET 3STREET 4 STREET 5STREET 7STREET 19STREET 23STREET 25STREET 7STREET 18 STREET 9STREET 24STREET 24STREET 24STREET 17STREET 8STREET 8STREET 1 STREET 1STREET 14STREET 0678615EAGLEVIEW DRIVE EAGLEVIEW DRIVE STREET 25STREET 1 STREET 11STREET 1STREET 17 91513141211109876543211234567812345678910111213 14151617181920212223242526272829301234567891011121314 15 16171819202122232425262728293031323334353637383940123456789101112131412345678910111213141516171819202122232425262827291234567891011121312345691110121312345879101112131415161718123456789101112131416181719202122242326252135467891011121312345678910111213141516171811923456789101112131415161718192021222324252627282930313233341234567891011121312345678910111213141516171819202122232524262728293032313312345678910111213141516171819123456879101112131234567891011121314151617181920212223242526272829123456789101112131412345123456789101112131415161817192021222324252628272930313233341234561234567891011121314151617181920212223242526272829303132333435361920181715161413121011987654321123456781210111613141517201819222123262425272841235761189 1012 13 141715162018192124222325272628302932313334383536374639404142434445737472707168696267666564636061595852575655545351495014847112345678910151213141716181927202122232425262931283530333234361235467891110141312151617181920222125232426292728313033323449474853505152555457565958606113245678910STREET 20 1COMMON LOT 621446677899910101011111212121313141415151616161717181819202020212121222352323242626282727292929303131COMMON LOT 11 COMMON LOT 75COMMON LOT 37OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT GOUTLOT FOUTLOT HSTREET 16123456789111012131415161718 19202122232412345678925OUTLOT IOUTLOT JSTREET 2STREET 2 S TR E E T 7 STREET 06 STREET 06STREET 06STREET 1STREET 7 STREET 1 STREET 168170TH STREET WEST170TH STREET WESTFUTURE DIAMOND PATHFUTURE DIAMOND PATHFUTURE DIAMOND PATH FUTURE DIAMOND PATH 353736383940414243444546 OUTLOT K3COMMON LOT 7528OUTLOT L132SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTPFTPFTPFTPFTPFTPF EOF933.1EOF933.116.015.836.1 34.9 37.3 38.740.141.643.044.445.445.244.543.942.734.4 34.6 35.4 36.9 38.339.741.242.644.045.244.743.442.240.938.434.033.1 32.8 32.5 32.1 31.832.031.732.232.933.132.8 33.2 32.9 32.5 32.1 31.9 31.331.732.432.932.832.331.731.231.030.230.230.430.831.1 31.1 31.1 31.1 32.031.931.531.030.630.630.630.931.231.230.930.630.330.029.531.0 31.1 31.832.131.130.730.831.431.130.8930.029.826.927.227.628.427.626.4 26.826.833.0POST-SFPOST-SF POST-SFPOST-SF36.3 36.8 37.5 38.9 40.5 41.641.541. 6 41.841.242.443.244.043.943.943.544.744.745.846.345.343.942.43 8 . 4 38. 4 38.4 37.6 36.6 36.3 24.726.528.9 32.530.528.026.024.227.528.425.325.024.624.424.825.125.125.726.225.825.325.325.726.026.125.525.425.225.225.424.524.523.9 24.8 25.625 . 6 2 5 . 6 26.326.326.326.325.625.625.625.625.024.424.026.626.325.826.326.326.426.326.326.323.7 24.0 24.3 24.724.524.925.124.825.125.425.726.126.22 6 . 2 24.9 24.626.025.925.625.325.525.826.025.725.327.026.826.326.026.026.427.326.326.826.926.526.625.725.625.625.826.227.027.4 27.3 27.2 27.5 27.9 28.1 26.727.0 26.426.928.227.727.727.727.727.528.228.4 27.7 27. 7 27. 7 28. 2 28. 7 28. 2 27.7 27.5 28.1 27.4 26.4 25.1 25.8 25.9 26.2 26.6 26. 9 2 7 . 0 27.526.926.326.326.426.427.027.526.1 25.4 23.8 24.2 24.7 25.1 25.6 26.0 25.2 25.9 26.5 27.1 27.527.927.827.326.92 6 . 7 26.4 26.1 25.7 25.3 24.8 25.1 25.8 26.5 25.9 25.4 25.0 24.6 30.230.729 .327.928.628.730.433.0 32.732.433.333.634.535.336.838.139.638.339.931.9 36.434.133.132.632.932.933.327.727.426.126.727.428.130.628.827.927.527.127.127.528.028.427.927.527.026.626.726.727.126.826.627.026.226.226.7 26.826.926.826.726.626.727.127.126.826.826.927.327.727.627.5 31.633.633.133.133.133.734.434.942.944.045.446.645.744.8 31 .0 3 2 . 3 3 1 . 9 32.3 33.4 34.9 34.934.234.234.934.935.931.7 32.9 33.635.035.835.936.736.937.036.633.933.533.032.632.035.034.837.038.840.736.135.336.637.338.740.228.027.126.826.626.326.326.326.426.826.526.926.726.325.925.825.925.5 26.0 26.527.226.5 27.0 27.1 26.726.626.627.026.926.526.527.027.527.425.6 26.1 27.0 26.727.126.327.626.225.727.126.827.428.027.528.028.327.426.928.3 28.227.9 41.940.037.034.432.229.428.837.339.641.125.827 .940.938.636.334.030.940.232.042.426.626.235.8 32.131.832.533.0SSSSTSTEX. 50 LF-12" RCP CL 5 @ 1.00%EX. CBMH-1402RE=946.27IE=941.70 (S)IE=938.05 (E)D=8.22EX. 11 LF-12" RCP CL 5 @8.64%EX. STMH-1401RE=946.84IE=937.11 (W)D=9.73CBMH-1405RE=946.77IE=940.81 (E)D=5.96EX. STMH-1403RE=947.78IE=940.32 (W)IE=939.96 (S)D=7.82EX. 24" FES-1404IE=941.78EX. 60 LF-24" STM SWR @3.01%EX. 8 LF-12" RCP CL 5 @ 6.00%EX. CBMH-1406RE=941.70IE=934.60 (W)D=7.10EX. 40 LF-15" STM SWR @0.60%EX. CBMH-1407RE=943.20IE=936.15 (SW)IE=934.84 (E)D=8.36EX. 52 LF-15" STM SWR @0.37%CBMH-1408RE=940.42IE=936.34 (S)IE=936.34 (NE)D=4.08EX. 46 LF-15" STM SWR @1.00%EX. 54 LF-24" STM SWR @1.86%EX. CBMH-1409RE=939.70IE=933.23 (SW)IE=933.20 (E)D=6.50EX. CBMH-1410RE=939.37IE=934.24 (S)IE=934.24 (NW)IE=934.24 (NE)D=5.13EX. 45 LF-12" STM SWR @1.00%EX. 15" FES-1414IE=926.84END STREET CONSTRUCTION 15+95;FUTURE EXTENSION BY OTHERSALL POND EXCAVATION BELOWWATER TABLE MAY REQUIREDEWATERING; CONTRACTOR TOOBTAIN DEWATERING PERMITIF NECESSARY.17' WETLAND BUFFERALL POND EXCAVATION BELOWWATER TABLE MAY REQUIREDEWATERING; CONTRACTOR TOOBTAIN DEWATERING PERMITIF NECESSARY.REMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM SEWERREMOVE EXISTING CULVERTAND FIELD ENTRANCEREMOVE 9 LF OF EXISTING12" RCPREMOVE 7 LF OF EXISTING12" RCPWARP CURB & GUTTER, NORTHAND SOUTH, TO MOVE CB/S TOPROPERTY LINEWARP CURB & GUTTER, NORTHAND SOUTH, TO MOVE CB/S TOPROPERTY LINEREMOVE 6 LF OF EXISTING 24"RCP ARCH PIPE AND BULKHEADCONSTRUCT CBMH OVEREXISTING 12" RCPCONSTRUCT CBMH OVEREXISTING 12" RCPN:\0029340.00\@GMT-2022.03.24-05.00.00\DWG\CIVIL\PRELIM\0029340.00C-GDP01.DWG 627PROJECT NUMBER: 0029340.00LAKEVILLE, MINNESOTA02/17/22...© 2020 Westwood Professional Services, Inc.BROOKSHIREOVERALL PRELIMINARYGRADING PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044BROOKSHIRE02/17/221771602/17/22FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTANOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'300'600'900'1" = 300'..........GRADING & DRAINAGE NOTES1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. VARIES LAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6 980.0 983.0WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.2' OF DIFFERENCE FROM THE REAR GROUNDGRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.5' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATIONTO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1. THE NUMBER IN THE PARENTHESIS INDICATES THENUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".983.099EXHIBIT C 935.6935.3936.2937.8939.2940.6942.1943.5944.9945.9945.9945.7945.0944.4943.2942.4941.7941.0939.4937.1934.8932.8931.7934.5933.3933.6933.6933.4932.7932.5931.9932.5932.6933.0933.3933.6933.9935.0934.9927.7931.7 931.3 930.9 930.7 931.5 931.7 932.2 932.8 933.3933.6933.4933.4932.9932.2931.9932.4932.7933.0933.4933.7933.8931.6931.6931.6931.6932.5932.5932.4932.0931.5931.5931.5931.5931.7931.7931.7931.4931.1930.8930.5930.0 930.7 932.0930.6929.3933.2 934.5 935.7 937.0937.5937.5936.3934.9933.5924.7931.5931.3 924.7 924.8 924.7 924.7 924.7 924.7925.1924.8924.8930.3 930.8 928.9929.9931.4931.4931.4931.4928.9929.1929.8931.4932.8934.8 933.6934.9933.8933.9934.1934.5 935.0935.8928.7928.9929.9930.9932.5934.7936.3936.5936.5936.5 936.1936.6937.3938.4939.2939.2937.9936.5935.7 935.9 936.3 937.7 928.1927.6927.3 929.3931.1933.0935.2929.1929.6930.3929.3929.2929.0928.9928.8927.3926.1926.2925.5924.3924.6 924.9 925.3 925.8 926.2 926.5924.9925.7927.2927.2927.2927.2 9 2 7 . 2 9 2 7 . 2 9 2 8 . 2 931.3 937.8 938.0 938.9938.9924.9924.9924.9924.9925.3927.3927.2925.4925.4927.3927.4927.6943.4943.4943.4942.4942.6941.6941.6941.6941.6940.6940.5940.5939.5939.5938.5937.5936.5936.5935.5935.2934.2934.2932.7932.7931.7931.7930.7929.9928.9928.9927.9927.9927.9927.5 927.5 928.5 928.5 929.5 930.3 930.3 931.3 931.3 932.3 935.8 935.8 936.8 936.8 937.8 938.5 938.5 939.5 939.5 940.5 940.1 940.1 941.1 941.1 942.1 943.4944.4944.4943.4944.5943.5943.5943.5917.0917.1917.6918.0918.4918.7919.0919.2919.6920.1920.2 920. 2 9 1 9 . 8919.4918.8918.2917.5917.6918.1918.8919.3917.6917.7918.2918.5916.5916.5917.0917.6917.9919.0919.3924.5924.5925.1925.2925.2925.4925.4926.1926.2926.7926.7926.4926.1926.2926.5926.6926.6926.0925.9925.7 925. 9 9 2 6 . 0925.7925.7925.4925.3918.6918.6918.6918.6918.6 918.6 918.6 918.6 918.6 918.6 918.6 918.6925.5925.0924.5 924.5 925.2 925.5925.6925.6925.6925.9926.2926.6926.7926.7 926.1925.9925.9926.5 926.5 926.4 926.1 926.0 926.3 926.5 926.5 926.3 925.8 917.7918.4920.5920.3 919.3 918.7 919.4919.5919.3920.7920.5 920.7920.7920.5920.2919.7919.6918.9918.8920.0920.5921.2921.1920.7920.5921.1921.0919.6919.6 919.4919.0918.6919.1 919.3 918.6 918.6918.691 8 . 6 918.6 918.7 918.7 918.6 918.6918.6918.9919.9 920.5920.7920.7920.7920.8920.0919.9919.6918.7918.6918.6918.1 919.0 919.3 919.4 920.4919.8919.6919.5919.8920.2920.6920.4919.0919.9921.2921.2920.7920.7920.7920.8920.5922.8923.6924.1924.6924.6924.6924.3924.2 924.6 924.6 924.2 924.1 924.3 924.8925.0925.0924.7924.8924.8924.3924.3924.6924.6923.7923.2923.0 923.5 923.9924.4924.6924.9925.0925.0924.6 924.2 924.1 924.4 924.4 924.4 924.0 924.0923.9925.3925.3924.4 924.2 924.2 923.9923.9924.0924.4924.4924.1924.5924.5924.3923.9923.5923.4923.2 924.1 92 4 . 2 924.2 924.1924.0923.8924.3924.3924.2924.6 924.4 924.0 924.1 924.4924.7924.7924.1924.1924.5924.9926.5926.5924.9 924.4 924.1 924.5924.3925.0925.1925.2925.5 925.5924.8924.4926.0926.0926.0925.5925.2925.8925.2924.8924.4924.4924.8925.3925.7925.7925.2924.8924.3923.9924.6 924.6924.8925.0925.5925.5925.5925.0924.6925.0925.3926.1930.6930.6930.2929.9930.4931.4933.6923.7924.3925.0925.7926.7929.2 935.6 937.2 938.2 924.9925.2 925.8926.3926.8928.2927.6928.3928.2928.7929.2929.8 93 0 . 0 930.0 929.8 929.7 929.9 930.4 931.0 931.7 932.9931.8930.3927.7926.0925.7 926.2 926.6 928.3928.8929.2929.4 930.1 930.7 934.4 935.7 937.2 939.8925.1925.1925.1925.1925.1924.1923.9 924 . 9 92 4 .9924.9924.9924.9924.1925.1925.1925.1925.1925.1 925.8925.8925.8925.8925.8925.8 924.8924.8924.8924.8924.8924.8924.8924.8924.8924.8924.8924.8925.2925.2925.2925.2925.2926.5926.5926.5926.5926.5927.5927.5928.5928.5928.5928.0928.0928.0927.0927.0926.0925.8925.8925.8925.8925.8929. 4 929. 4 930. 4 931. 4 930. 4 924.3 924.3 924.3 925.3 925.3 925.3 932.0 932.0 932.0 933.0 933.0 933.0 933.1932.1932.1931.1931.1931.1929.9929.9928.9928.9927.9927.5926.5926.5925.5925.2925.2924.2924.2924.2924.5924.5925.5925.5925.5926.4927.4927.4928.4928.4929.4933.2 917.7944.6943.6943.6942.624+54.32123456123 4 5 67891011 12131412 3 4 5 67891011 121314151617181920212223 241+00.001+00.00 14+64.69 1 2 3 4 56 7 8 9 10 11 12131415161+00.0016+62.18 6+40.31 1+00.00 1234 56789101112131415161718192021222324252627282930313233343536373838+14.771+00.00 123456789101112131415 16171819202122 232425262728293031323334 35363738394041424344 454647484950 5152535455 56 57 58 59 60 61 62 63 1+00.0063+38.92123456781+00.008+48.65 28+10.45 123456789101112131415161718192021222324252627281 2345678910111213141516171819202122232425262728293031321+00.0032+26.49STREET 2STREET 3STREET 4 STREET 5STREET 7STREET 19STREET 23STREET 25STREET 7STREET 18 STREET 9STREET 24STREET 24STREET 24STREET 17STREET 8STREET 8STREET 1 STREET 1STREET 14STREET 0678615EAGLEVIEW DRIVE EAGLEVIEW DRIVE STREET 25STREET 1 STREET 11STREET 1STREET 17 91513141211109876543211234567812345678910111213 14151617181920212223242526272829301234567891011121314 15 16171819202122232425262728293031323334353637383940123456789101112131412345678910111213141516171819202122232425262827291234567891011121312345691110121312345879101112131415161718123456789101112131416181719202122242326252135467891011121312345678910111213141516171811923456789101112131415161718192021222324252627282930313233341234567891011121312345678910111213141516171819202122232524262728293032313312345678910111213141516171819123456879101112131234567891011121314151617181920212223242526272829123456789101112131412345123456789101112131415161817192021222324252628272930313233341234561234567891011121314151617181920212223242526272829303132333435361920181715161413121011987654321123456781210111613141517201819222123262425272841235761189 10121314171516201819212422232527262830293231333438353637463940414243444573747270716869626766656463606159585257565554535149501484711234567891015121314171618192720212223242526293128353033323436123546789111014131215161718192022212523242629272831303332344947485350515255545756595860611324567891064+93.06 6789101112131415161718192021222324252627282930313233343536373839404142434445464748 495051525354555657585960616263645+44.1812341+00.004+87.49123451+00.005+67.9110111213141516171819202122232425 26272829303132333435363738394010+00.0040+18.51 20+07.41 1+00.001234567891011 12131415161718192012345 67891011121314151617 18 1920 2121+23.761+00.0012345 STREET 205+63.031+00.00 1 234 5 678 9 1234 5 6 1+00.009+30.031+00.006+30.371234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253 1+00.0053+47.341COMMON LOT 621446677899910101011111212121313141415151616161717181819202020212121222352323242626282727292929303131COMMON LOT 11 COMMON LOT 75COMMON LOT 37OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT GOUTLOT FOUTLOT HSTREET 1612345678910111213141516171819202122232425262728293031 1+00.0031+40.11123456789111012131415161718 19202122232412345678925OUTLOT IOUTLOT JSTREET 2STREET 2 S TR E E T 7 STREET 06 STREET 06STREET 06STREET 1STREET 7 STREET 1 STREET 168170TH STREET WEST170TH STREET WESTFUTURE DIAMOND PATHFUTURE DIAMOND PATHFUTURE DIAMOND PATH FUTURE DIAMOND PATH 353736383940414243444546 OUTLOT K3COMMON LOT 752812,674 sf9,353 sfOUTLOT L132SSSSTSTEX. 50 LF-12" RCP CL 5 @ 1.00%EX. CBMH-1402RE=946.27IE=941.70 (S)IE=938.05 (E)D=8.22EX. 11 LF-12" RCP CL 5 @8.64%EX. STMH-1401RE=946.84IE=937.11 (W)D=9.73CBMH-1405RE=946.77IE=940.81 (E)D=5.96EX. STMH-1403RE=947.78IE=940.32 (W)IE=939.96 (S)D=7.82EX. 24" FES-1404IE=941.78EX. 60 LF-24" STM SWR @3.01%EX. 8 LF-12" RCP CL 5 @ 6.00%EX. CBMH-1406RE=941.70IE=934.60 (W)D=7.10EX. 40 LF-15" STM SWR @0.60%EX. CBMH-1407RE=943.20IE=936.15 (SW)IE=934.84 (E)D=8.36EX. 52 LF-15" STM SWR @0.37%CBMH-1408RE=940.42IE=936.34 (S)IE=936.34 (NE)D=4.08EX. 46 LF-15" STM SWR @1.00%EX. 54 LF-24" STM SWR @1.86%EX. CBMH-1409RE=939.70IE=933.23 (SW)IE=933.20 (E)D=6.50EX. CBMH-1410RE=939.37IE=934.24 (S)IE=934.24 (NW)IE=934.24 (NE)D=5.13EX. 45 LF-12" STM SWR @1.00%EX. 15" FES-1414IE=926.84EXCEPTIONPARCEL 1PARCEL 2PARCEL 3PARCEL 4PARCEL 5EXCEPTION/PARCEL 7PARCEL 6XXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTSTSTESSSSSSMAILSSSTSTSSSSSSPOHPOHPOHPOHPOHPOHPOHPUGPUGPUGPUGXXXXXXSANSAN SANWATWATWATSANSANSANSANSANSANSAN SANSANEXCEPTION48" RCP SAN SEWER48" RCP SAN SEWER48" RCP SAN SEWERGASGASGASGASGASGASGASGASGASGASGASGASSANSANSAN WATWATWATWAT STOSTOSTOSTO WATPOND - 2NWL = 914.010YR = 916.1100YR = 917.5POND - 4NWL = 915.010YR = 917.1100YR = 919.5POND - 3NWL = 914.010YR = 916.3100YR = 917.6POND - 1NWL = 914.010YR = 916.0100YR = 917.5POND - 5NWL = 915.010YR = 917.1100YR = 918.6POND - 6NWL = 915.010YR = 917.3100YR = 918.9POND - 8NWL = 918.010YR = 920.3100YR = 922.8INFILTRATIONAREA - 11NWL = 919.010YR = 921.3100YR = 923.9POND - 12NWL = 923.010YR = 925.1100YR = 927.7POND - 10NWL = 919.010YR = 921.2100YR = 923.9WETLAND - 2NWL = 914.010YR = 917.1100YR = 918.6WETLAND - 3NWL = 914.010YR = 917.1100YR = 918.6POND - 1NWL = 914.010YR = 916.0100YR = 917.5INFILTRATIONAREA - 10NWL = 919.010YR = 921.2100YR = 923.9POND - 11NWL = 919.010YR = 921.3100YR = 923.9INFILTRATIONAREA - 6NWL = 915.010YR = 917.3100YR = 918.9POND - 4NWL = 915.010YR = 917.1100YR = 919.5POND - 3NWL = 914.010YR = 916.3100YR = 917.6POND - 2NWL = 914.010YR = 916.1100YR = 917.5POND - 1NWL = 914.010YR = 916.0100YR = 917.5FEMA FLOODWAYFEMA FLOODWAYN:\0029340.00\@GMT-2022.03.23-05.00.00\DWG\CIVIL\PRELIM\0029340.00C-UTP01.DWG 6222PROJECT NUMBER: 0029340.00LAKEVILLE, MINNESOTA02/17/22...© 2020 Westwood Professional Services, Inc.BROOKSHIREOVERALL PRELIMINARYUTILITY PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044BROOKSHIRE02/17/221771602/17/22FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTANOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com####### OR ###..........0'300'600'900'1" = 300'SANEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTEXHIBIT D POHPOHPOHPOHPOHPOHPOH 6238 PROJECT NUMBER: 0029340.00 LAKEVILLE, MINNESOTA 03/24/2022 . . .BROOKSHIRE OVERALL PRELIMINARY LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044 02/17/22 DR HORTON, INC. - MINNESOTA 03/24/2022 26971 CORY MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 0'300'600'900' 1" = 300' 03/24/2022 . . . . REVISED PER CITY COMMENTS . . . . NOTES: 1. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY ANDUTILITY LOCATIONS. 2. TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILY LOTS 25' FROM BACK OF CURB IN A LOCATION THATDOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 3. TREES SHALL BE PLANTED IN FRONT OF MULTI FAMILY LOTS 8' FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 4. TREES SHALL BE PLANTED IN FRONT OF MULTI FAMILY LOTS 4' FROM BACK OF CURB WHERE SIDEWALKS AREPRESENT. IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATERCONNECTIONS. 5. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 6. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE. 7. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT. 8. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL. 9. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE. 10. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF APROPOSED SIDEWALK OR TRAIL. NATIVE SEEDING LEGEND DENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (9.8 AC) MESIC PRAIRIE GENERAL SEED MIX (35-241)TOTAL AREA (5.7 AC) NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. REFER TO FINALLANDSCAPE PLANS FOR SPECIES LOCATIONS AND QUANTITIES. TREES MARKED WITH A + INDICATED LIMITED USE SPECIES AND ARE NOT USED ON BOULEVARD. PRELIMINARY PLANT SCHEDULE * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE DENOTES WET MEADOW S & WSEED MIX (34-271)TOTAL AREA (1.9 AC) * ALL DISTURBED AREAS IN R.O.W. TO BE SEEDED WITHMESIC GENERAL ROADSIDE SEED MIX (25-141) 2.5" BB AS SHOWNFrontyard Linden / Tilia americana 'Frontyard' COMMON/BOTANICAL NAME SIZE SPACING O.C. 2.5" BB AS SHOWN MATURE SIZE H 60'-80' W 40'-60' 2.5" BB AS SHOWN H 50'-60' W 40'-50' 2.5" BB AS SHOWN H 40'-50' W 35'-40' 2.5" BB AS SHOWN H 50'-70' W 40'-50' White Oak / Quercus alba Red Oak / Quercus rubra Redmond Linden / Tilia americana 'Redmond' Princeton Elm / Ulmus americana 'Princeton' Accolade Elm / Ulmus japonica x wilsoniana 'Morton' Sienna Glen Maple / Acer x freemanii 'Sienna' Northern Catalpa / Catalpa speciosa H 40'-60' W 20'-40' H 40'-60' W 30' H 70' W 40'-50'2.5" BB 2.5" BB 2.5" BB AS SHOWN AS SHOWN AS SHOWN 2.5" BB AS SHOWN H 50' W 30'-35'Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 2.5" BB AS SHOWN H 50' W 40'Kentucky Decaf Coffeetree / Gymnocladus dioica 'McKBranched' 2.5" BB AS SHOWN H 50' W 30'Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold' 2.5" BB AS SHOWN H 50'-75' W 50'Hackberry / Celtis occidentalis H 60'-70' W 30'-40' 2.5" BB AS SHOWN H 45' W 35'Red Sunset Maple / Acer rubrum 'Franksred' 2.5" BB AS SHOWN H 50'-75' W 50'Fall Fiesta Maple / Acer saccharum 'Bailsta' 2.5" BB AS SHOWN H 50'-60' W 60'-80'Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 65'-75' W 50'-60' 6'-10' HT., BB AS SHOWN AS SHOWN6'-10' HT., BB H 35'-45' W 20'-25' H 50'-70' W 25'-30' AS SHOWN6'-10' HT., BB H 50'-80' W 25'-40' Black Hills Spruce / Picea glauca densata Norway Spruce / Picea abies White Pine / Pinus strobus AS SHOWN2" BB H 30'-40' W 20' AS SHOWN8' HT., BB CLUMP H 15'-20' W 15'-20'Thornless Cockspur Hawthorn / Crataegus crusgalli 'Inermis' Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' Quaking Aspen / Populus tremuloides Royal Spendor Crab / Malus 'Royal Splendor' Whitespire Birch / Betula populifolia 'Whitespire'10' HT., BB CLUMP 2" BB 8' HT., BB CLUMP AS SHOWN AS SHOWN AS SHOWN H 20' W 20' H 20'-25' W 15'-18' H 40'-45' W 30' 6'-10' HT., BB AS SHOWN H 40'-60' W 15'-30'Colorado Spruce / Picea pungens Show Time Crab / Malus 'Shotizam'2" BB AS SHOWN H 15'-20' W 12'-15' AS SHOWN6'-10' HT., BB H 60'-80' W 25'-30'Ponderosa Pine / Pinus ponderosa 6'-10' HT., BB AS SHOWN H 40'-50' W 15'-30'Concolor Fir / Abies concolor AS SHOWN6'-10' HT., BB H 40' W 20'Eastern White Cedar/ Thuja occidentalis Bur Oak / Quercus Macrocarpa 2.5" BB AS SHOWN H 50'-75' W 50'River Birch / Betula nigra AS SHOWN6'-10' HT., BB H 12'-15' W 6'-8'Techny Arborvitae / Thuja occidentalis 'Techny' QTY.SYMBOL 896OVERSTORYDECIDUOUS STREET TREES 183LARGEOVERSTORYTREES FUTUREOVERSTORY DECIDUOUSTREES (BY BUILDER)555 310SMALL OVERSTORYTREES 1,282BUFFEREVERGREENTREES SINGLE FAMILY RESIDENTIAL REQUIREMENTS: 1,110 TREES* 2 OVERSTORY TREES PER SINGLE FAMILY LOT (555 PROPOSED SINGLE FAMILY LOTS) TOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 2,476 TREES* STREET TREES: 750 TREES* FUTURE YARD TREES:555 TREES* BUFFER DECIDUOUS TREES:114 TREES* BUFFER EVERGREEN TREES:847 TREES * BUFFER ORNAMENTAL TREES:210 TREES* BUFFER SHRUBS:1,339 SHRUBS MULTI FAMILY RESIDENTIAL REQUIREMENTS:* 1% OF OVERALL MULTI FAMILY PROJECT VALUE -PROJECT VALUE WILL BE DETERMINED BY DEVELOPER TOTAL MULTI FAMILY LANDSCAPING PROVIDED: 1,090 TREES* STREET TREES:146 TREES* DECIDUOUS TREES: 25 TREES* EVERGREEN TREES: 209 TREES * ORNAMENTAL TREES: 35 TREES* BUFFER DECIDUOUS TREES: 25 TREES* BUFFER EVERGREEN TREES:226 TREES * BUFFER ORNAMENTAL TREES: 65 TREES* BUFFER SHRUBS:376 SHRUBS TOTAL LANDSCAPING PROVIDED: 3,226 TREES* STREET TREES:896 TREES* FUTURE YARD TREES: 555 TREES * BUFFER DECIDUOUS TREES:183 TREES* BUFFER EVERGREEN TREES: 1,282 TREES* BUFFER ORNAMENTAL TREES:310 TREES * BUFFER SHRUBS:1,715 SHRUBS OVERALL LANDSCAPE PROVISIONS MULTI FAMILY LANDSCAPE PROVISIONS SINGLE FAMILY LANDSCAPE PROVISIONS MULTI FAMILY LANDSCAPE REQUIREMENTS SINGLE FAMILY LANDSCAPE REQUIREMENTS Cardinal Dogwood / Cornus sericea 'Cardinal' Redwing Cranberry Viburnum/ Viburnum trilobum 'J.N. Select' #5 Cont.6'-0" O.C. Regent Serviceberry / Amelanchier alnifolia 'Regent #5 Cont. #5 Cont. 6'-0" O.C. 6'-0" O.C. AS SHOWN AS SHOWN AS SHOWN Summerwine Ninebark / Physocarpus opulifolius 'Seward'#5 Cont.6'-0" O.C.AS SHOWN 1,715BUFFERSHRUBS 170TH STREET W. - DIAMOND PATH - 179TH STREET W. BUFFERYARD REQUIREMENTS:* A MINIMUM VISUAL SCREEN OF 10'.* SCREENING PLANT MATERIAL SHALL BE IN TWO OR MORE ROWS STAGGERED WITH SHRUBS ARRANGEDTO LESSEN GAPS BETWEEN TREES. * MINIMUM SPACING: DECIDUOUS TREES 40' O.C., EVERGREENS 15' O.C., SHRUBS 4' O.C BUFFER LANDSCAPE REQUIREMENTS EXHIBIT E 6251 PROJECT NUMBER: 0029340.00 LAKEVILLE, MINNESOTA 03/24/2022 . . .BROOKSHIRE PRELIMINARY LANDSCAPE DETAILS & NOTES20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044 02/17/22 DR HORTON, INC. - MINNESOTA 03/24/2022 26971 CORY MEYER SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 03/24/2022 . . . . REVISED PER CITY COMMENTS . . . . 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESSTHAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL.ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL.ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTINGCONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BESODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TOREMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED ANDPER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS,AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALLINFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLYESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPESAFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2(STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SODSTAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCHOTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROLBLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TOPROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. PLANTING NOTES LAST REVISED:10/19/18DECIDUOUS TREEPLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP. 2XBALLDIAMETER PLANTING DETAILS SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP. 2XBALLDIAMETER LAST REVISED:10/19/18EVERGREEN TREEPLANTING LA29 N.T.S. LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTING LA27-C N.T.S. 2X CONT.DIAMETER SET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADE SEED MIXTURES (EX 18)DRAINAGEEASEMENT PERDOC NO. 1494056 (EX 18)WETLAND MITIGATIONEASEMENT PER DOC NO. 1494056&(EX 19)REPLACEMENT WETLAND PERDOC NO. 1499280&(EX 20)WETLAND BANK PER DOC NO.1983896 WETLAND MITIGATION AREA PERWARRANTY DEED, DOC NO.1648935 POHPOHPOHPOHPOHPOHPOH 50' EASEMENT IN FAVOR OF NORTHERN STATESPOWER COMPANY PER MICS. RECORD BOOK 34,PAGE 338 (VERY HARD TO READ)EASEMENT IS IN THE W 1/2 OF THE W 1/2 OF SEC. 7,TWP. 114, RGE. 19, THE CENTERLINE IS PARALLEL TO& 25' EAST OF THE WEST SECTION LINE OF SEC. 7 61,252 SF WETLAND IMPACT STREET 2 STREET 3 STREET 19 STREET 9 STREET 17 STREET 8 STREET 14 7 8 6 15 STREET 25 9 1513 14121110 98765 43 2 1 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18192021222324252627282930 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 212223242526272829303132 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 78 9 10 11 12 13 141516 17 18 19 20 21 22 23 24 25 26 28 27 29 1 2 3 4 5 6 7 8 910 11 12 13 1 2 3 4 5 6 9 1110 12 13 1 2 3 4 5 8 7 9 1011 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 18 17 19 20 21 22 24 23 26 25 2 1 3 5 4 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12131415161718 1 19 2 3 4 5 6 7 8 9 10 11 12 13 14151617 18 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8910 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 24 26 27 28 29 30 32 31 33 1 2 3 4 5 6 7 8 9 10111213 14 15 16 17 18 19 1 2 3 4 5 6 8 79 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 242526272829 1 2 3 4 5 6 7 8 9 1011 12 13 14 1 2 3 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 17 19 20 21 22 23242526 28 27 29 30 31 32 33 34 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1920 18 17 15 16 14 13 12 10 11 9 8 7 6 5 4 3 2 11 2 3 4 5 6 7 8 12 10 11 16 13 14 15 17 20 18 19 22 21 23 26 24 25 27 28 412 3 5 76 118 9 10 12 13 14 17 15 16 20 18 19 21 24 2223 25 27 26 28 30 29 32 313334383536374639404142434445 73 74 72 7071 6869 62 67 66 65 64 63 6061 5958 52 5756555453514950 1 4847 11 2 3 4 5 6 7 8 9 10 15121314 1716 18 19 27 2021222324 25 26 29 31 28 35 30 33 3234 36 1 2 3 5 4 6 7 8 9 11 10 1413 12 15 1617 18 19 20 22 21 25 23 24 26 29 27 28 31 30 3332 34 49 47 48 53 5051 52 55 54 57 56 5958 6061 1 32 45 6 7 8 910 1 COMMON LOT 62 1 4 4 6 6 7 7 8 9 9 9 10 10 10 11 11 12 12 12 13 13 14 14 15 15 16 16 16 17 17 18 18 19 20 20 20 21 21 2122 2 3 5 23 23 24 26 26 28 27 27 29 2929 30 31 31 COMMON LOT 75 COMMON LOT 37 OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT G OUTLOT F OUTLOT H STREET 16 1 2 3 4 5 6 7 8 9 11 10 12 1314151617 18 19 20 21 22 23 24 1 2 3 4 5 6789 25 9,275 sf OUTLOT I OUTLOT J STREET 2 STREET 16 8 170TH STREET WEST 170TH STREET WEST OUTLOT K3 COMMON LOT 75 28 OUTLOT L 1 32 6252 PROJECT NUMBER: 0029340.00 LAKEVILLE, MINNESOTA 03/24/2022 . . .BROOKSHIRE OVERALL TREE PRESERVATION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044 02/17/22 1771603/24/2022 . 03/24/2022 DR HORTON, INC. - MINNESOTA 03/24/2022 26971 CORY MEYER NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## 0'300'600'900' 1" = 300' 03/24/2022 . . . . REVISED PER CITY COMMENTS . . . . DENOTES EXISTING CONIFEROUS TREETO REMAIN DENOTES EXISTING DECIDUOUS TREE TO REMAIN DENOTES EXISTING CONIFEROUS TREE TO BE REMOVED DENOTES EXISTING DECIDUOUS TREETO BE REMOVED DENOTES TREE PROTECTION FENCEX " T " POST OR EQUAL 6' MAX. ORANGE MESH CONSTRUCTION FENCE LOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE. ORANGE CONSTRUCTION FENCE STAKED EVERY 6' 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCURWITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVEDFENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES. NOTES: PLAN ELEVATION DRIPLINE 6' METAL FENCE POST. STAKE EVERY 6' MAXIMUM. TREE PROTECTION DETAIL LEGEND EXHIBIT F AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C1.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLFRONT ELEVATION3/16"=1'-0"REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDXXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOOD6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCHA4:12 PITCH8'-0"2625-FAIRFAX ELEV. NAA4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD2W 3020 FXR.O. 72 1/8" X 24"848 SF FRONT FASCADE - 100% HARDIBOARD231 SQ FT STONE - 27.24% (25% REQ'D)198 TOTAL FASCADE 55 SQ FT STONE = 27.8%182 TOTAL FASCADE 46 SQ FT STONE = 25.2%403 SQ FT SIDING - 47.52% (MAX OF 75%)190 SQ FT BOARD-N-BATTEN - 22.41%24 SQ FT SHAKES - 2.83%NOT USEDFRONT TAKEOFF:ADDRESS STONEXXXXX2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNPER MANUF. SPECSCOLUMN TO BE MIN 1" ABOVEHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASE. ATTACHFOUNDATION OR 6" ABOVE GRADE231 SQ FT STONE - 4.38%2147 SQ FT SIDING - 47.23%1510 SQ FT BOARD-N-BATTEN - 33.22%658 SQ FT SHAKES - 14.47%OVERALL BLDG: 4546 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):STEEL PANEL OVERHEAD DOORADDRESS NUMBER4:12 PITCHXXXXXFIRE-TREATEDPLYWOODAAELLSWORTHSOFFIT LIGHTS6:12 PITCH2630 ELEV. L2630 ELEV. PSTEEL PANEL OVERHEAD DOORADDRESS NUMBERXXXXXAAELLSWORTH6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"6:12 PITCH6:12 PITCH222 TOTAL FASCADE 56 SQ FT STONE = 25.22%246 TOTAL FASCADE 74 SQ FT STONE = 30.08%4:12 PITCHSOFFIT LIGHTSNO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 6:124:1216' RIDGE VENT4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:124:126:1216' RIDGE VENT4'-0"6:126:126:126:124:124'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:124'-0"15' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"4:126:1215' RIDGE VENTBOX VENTBOX VENT4 UNIT ROOF4:126:126:12EXHIBIT G These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C2.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLREFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USED4-UNIT BUILDINGHOSANNA - LAKEVILLEINSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.)NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE5'-0"5'-0"SIDE ELEVATIONS3/16"=1'-0"DA124126F8:12 PITCH6:12 PITCHAAA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSPLUMBING VENTRADON VENTBATH #21/2 BATHBATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTFURNACE EXHAUSTERV EXHAUSTA/C UNITA/C UNITA/C UNIT2x6:12 PITCHAA/C UNIT2xSIMILAR VENTING IS REQ'D ONLEFT SIDE OF THE BUILDINGPRIVACY WALL 4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODDEDA124FDESIDE ELEVATIONS3/16"=1'-0"1167 SF TOTAL FASCADE - 100 % HARDI BOARD462 SQ FT SIDING - 39.59% (NOT TO EXCEED 75%)388 SQ FT BOARD-N-BATTEN - 33.25%317 SQ FT SHAKES - 27.16%SIDE TAKEOFF (x2):EEDDDALAUNDRYED327 TOTAL FASCADE - 100% HARDIBOARD220 SQ FT SIDING - 67.3% (NOT TO EXCEED 75%)107 SQ FT BOARD-N-BATTEN - 32.7%REAR TAKEOFF(MIDDLE UNIT X 2):355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(END UNIT X2):1364 TOTAL REAR FASCADE - 100% HARDIBOARD820 SQ FT SIDING - 60.12% (NO 1 MATERIAL TO EXCEED 75%)544 SQ FT BOARD-N-BATTEN - 39.88%OVERALL REAR ELEVATION:CRYSTAL PARKPRIVACY WALL 1ST FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C8.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLGASMETERGASMETER4'-0"BOLLARD1'-4"BOLLARD1'-4"OVERHANG TOP 2X4 WALL, 34 1/2" HIGH OVERHANG TOP 2X4 WALL, 34 1/2" HIGHPANTRYREF.ELEC.METERELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.UP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES INSTALL PER MFRS SPECS ELEC FPELEC FP9'-6"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"54'-0"5'-6"4'-6"OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL4'-0"GASMETERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"3'-0"DWSINKPAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0" 54'-0" 5'-6"4'-6" OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL 4'-0" GAS METERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2" 3'-0" DW SINK PAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE) AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C1.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLREFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USEDSTEEL PANEL OVERHEAD DOORADDRESS STONE4:12 PITCHXXXXX4'-0"FIRE-TREATEDPLYWOODAASOFFIT LIGHTS6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"2625-FAIRFAX ELEV. Q212 TOTAL FASCADE 55 SQ FT STONE = 25.9%4'-0"FIRE-TREATEDPLYWOODCLBETWEEN UNITS2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNPER MANUF. SPECSCOLUMN TO BE MIN 1" ABOVEHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASE. ATTACHFOUNDATION OR 6" ABOVE GRADEFRONT ELEVATION3/16"=1'-0"XXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOOD6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCHA4:12 PITCH8'-0"2625-FAIRFAX ELEV. NAA4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD2W 3020 FXR.O. 72 1/8" X 24"198 TOTAL FASCADE 55 SQ FT STONE = 27.8%182 TOTAL FASCADE 46 SQ FT STONE = 25.2%ADDRESS STONEXXXXXSTEEL PANEL OVERHEAD DOORADDRESS NUMBER4:12 PITCHXXXXXFIRE-TREATEDPLYWOODAAELLSWORTHSOFFIT LIGHTS6:12 PITCH2630 ELEV. L6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 6:124:1216' RIDGE VENT4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:124:126:1216' RIDGE VENT4'-0"6:126:126:126:124:124'-0"4'-0"15' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"CLBETWEEN UNITSXXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBER4'-0"FIRE-TREATEDPLYWOODEA6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MA182 TOTAL FASCADE 46 SQ FT STONE = 25.2%4:12246 TOTAL FASCADE 74 SQ FT STONE = 30.08%2630 ELEV. PSTEEL PANEL OVERHEAD DOORADDRESS NUMBERXXXXXAAELLSWORTH6:12 PITCH6:12 PITCH222 TOTAL FASCADE 56 SQ FT STONE = 25.22%4:12 PITCHSOFFIT LIGHTS4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:126:1216' RIDGE VENT6:124:126:1216' RIDGE VENT6:128:128:126' RIDGE VENT 16'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:124'-0"15' RIDGE VENTBOX VENTBOX VENT1242 SF FRONT FASCADE - 100% HARDIBOARD332 SQ FT STONE - 26.73% (MIN 25% REQ'D)518 SQ FT SIDING - 41.71% (MAX OF 75%)343 SQ FT BOARD-N-BATTEN - 27.62%49 SQ FT SHAKES - 3.95%FRONT TAKEOFF:332 SQ FT STONE - 5.93%2702 SQ FT SIDING - 48.30%1877 SQ FT BOARD-N-BATTEN - 33.55%683 SQ FT SHAKES - 12.21%OVERALL BLDG: 5,594 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):NO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"4'-0"6:126:12 These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C2.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LL6-UNIT BUILDINGHOSANNA - LAKEVILLECRYSTAL PARK327 TOTAL FASCADE - 100% HARDIBOARD220 SQ FT SIDING - 67.3% (NOT TO EXCEED 75%)107 SQ FT BOARD-N-BATTEN - 32.7%REAR TAKEOFF(MIDDLE UNIT X 4):355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(END UNIT X2):2,018 TOTAL REAR FASCADE - 100% HARDIBOARD1260 SQ FT SIDING - 61.50% (NO 1 MATERIAL TO EXCEED 75%)758 SQ FT BOARD-N-BATTEN - 38.50%OVERALL REAR ELEVATION:INSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.)NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE5'-0"5'-0"SIDE ELEVATIONS3/16"=1'-0"DA124126F8:12 PITCH6:12 PITCHAAA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSPLUMBING VENTRADON VENTBATH #21/2 BATHBATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTFURNACE EXHAUSTERV EXHAUSTA/C UNITA/C UNITA/C UNIT2x6:12 PITCHA/C UNIT2xPRIVACY WALL 4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODDEDA124FDESIDE ELEVATIONS3/16"=1'-0"1167 SF TOTAL FASCADE - 100 % HARDI BOARD462 SQ FT SIDING - 39.59% (NOT TO EXCEED 75%)388 SQ FT BOARD-N-BATTEN - 33.25%317 SQ FT SHAKES - 27.16%SIDE TAKEOFF (x2):EEDDDALAUNDRYEDPRIVACY WALL 4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODA6:12 PITCHA/C UNITDPRIVACY WALL REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USED4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODA6:12 PITCHA/C UNITSIMILAR VENTING IS REQ'D ONLEFT SIDE OF THE BUILDINGDPRIVACY WALL These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C8.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LL1ST FLOOR PLAN3/16"=1'-0"6-UNIT BUILDINGCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHGASMETERGASMETER4'-0"BOLLARD1'-4"BOLLARD1'-4"OVERHANG TOP 2X4 WALL, 34 1/2" HIGH OVERHANG TOP2X4 WALL, 34 1/2" HIGHPANTRYREF.ELEC.METERELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.UP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES INSTALL PER MFRS SPECS ELEC FPELEC FP9'-6"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"54'-0"5'-6"4'-6"OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL4'-0"GASMETERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"3'-0"DWSINKPAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0" 54'-0" 5'-6"4'-6" OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL 4'-0" GAS METERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2" 3'-0" DW SINK PAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"CLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHGASMETERBOLLARD1'-4"OVERHANG TOP 2X4 WALL, 34 1/2" HIGHELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES INSTALL PER MFRS SPECS ELEC FPDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHGASMETERBOLLARD1'-4"OVERHANG TOP 2X4 WALL, 34 1/2" HIGH ELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES INSTALL PER MFRS SPECS EL E C F P 9'-6"CLBETWEEN UNITS20'-1 1/8"522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE) STREET 8 1717+10.70 12131 4 1 5 1 6 178 9 10 11 12 13 14 1 5 1 6 1 7 1 8 POND - 8NWL = 919.0 HWL = 921.0 908 9 2 89249229 3 2 9269249 3 2 9 2 8 928924 9 2 6 9 2 6 928 9 3 0920910920910 9 2 0 930 910 POND - 7 NWL = 918.0 HWL = 920.0 UNOBSTRUCTED SPACE 10'-0"PREFERED.UNOBSTRUCTED SPACE 3'-0"MINIMUME N T R A N C E E N T R A N C E P E R G O L A MAI N ENTRANCE25'-0"25'-0"CLUB HOUSELOT : 3.3 ACRES 35 CAR PARKI NGLOT LINE LOT LINEAFTER HOUR ENTRANCET O T L O T B A S K E T B A L L P IC K E L B A L LGAMEPATIOLAWN BALL N O IS E B L O C K IN G L A N D S C A P E E L E M E N T S25'-0"P arking S B15'-0"Buiding SB30'-0"Bik eTRFRTRASH ENCLOSURE 5' FENCEF E N C EEXITEXITEXITLOOP TRAIL 3 bikes LOOP TRAIL B uid in g S B30'-0 "kaas wilson architects D.R. HORTON BROOKSHIRE CLUB HOUSESITE PLAN 1.0 02/18/2022 N 1" = 60'-0"1 SD Site Plan 926924MAIN ENTRANCE AFTER HOUR ENTRANCE 323 ft² Dining / Meeting 1,113 ft² Club Room 712 ft² Screen Porch 105 ft² Mech/ Janitor/ Elect. 837 ft² Fitness 221 ft² Kids 497 ft² Yoga Game Game Patio 314 ft² Men Locker52 ft²Riser Closet159 ft² Vestibule 379 ft²Circulation1,650 ft² Pool Basketball Pergola Fire Place 161 ft² Office 402 ft² Hall 31 ft² Electric Room 818 ft² Pergola Picket ball 6,651 ft² Deck 95 ft² Circulation 34 ft² Chem. room 132 ft² Pool Equipment Room 310 ft² Women- Locker Room 115 ft² Storage Tot Lot Bike Park Exit Exit Exit Minimum 4'-0" BIKE PARK FENCE 5'-0"30'-0"5'-0"5'-0"55'-0"5'-0"-3.6' -3.6' -3.6'-4.6' -4.6' -4.6' -4' -4' -3.6' 0' Picket ball kaas wilson architects D.R. HORTON BROOKSHIRE CLUB HOUSEFLOOR PLAN 2.0 02/18/2022 1/16" = 1'-0"1 Level 1 N GROSS AREA - TOTAL Level Area Level 1 5,594 ft² Not Placed 0 ft² Grand total 5,594 ft² Level 1 100'-0" 6.0 4.0 5.0 5.1 Level 1 100'-0"20'-6"?4.0 5.07.0 kaas wilson architects D.R. HORTON BROOKSHIRE CLUB HOUSEElevation 6.1 02/18/2022 1/16" = 1'-0"1 NE Elevation 1/16" = 1'-0"2 SW Elevation EXTERIOR MATERIALS Material Mark Description 4.0 STONE VENEER 5.0 FIBER CEMENT BOARD 5.1 FIBER CEMENT BOARD 6.0 ASPHALTH SHINGLES 7.0 METAL EXTERIOR MATERIALS Material Mark Description 4.0 STONE VENEER 5.0 FIBER CEMENT BOARD 5.1 FIBER CEMENT BOARD 6.0 ASPHALTH SHINGLES 7.0 METAL Level 1 100'-0" 4.06.0 5.17.0 Level 1 100'-0" 6.0 4.05.1 7.0 kaas wilson architects D.R. HORTON BROOKSHIRE CLUB HOUSEElevation 6.2 02/18/2022 1/16" = 1'-0"2 SE Elevation 1/16" = 1'-0"1 NW Elevation EXTERIOR MATERIALS Material Mark Description 4.0 STONE VENEER 5.0 FIBER CEMENT BOARD 5.1 FIBER CEMENT BOARD 6.0 ASPHALTH SHINGLES 7.0 METAL EXTERIOR MATERIALS Material Mark Description 4.0 STONE VENEER 5.0 FIBER CEMENT BOARD 5.1 FIBER CEMENT BOARD 6.0 ASPHALTH SHINGLES 7.0 METAL Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us January 21, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: BROOKSHIRE The Dakota County Plat Commission met on January 19, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to Future County Road 33 (Diamond Path) and Future County Road 179th St. and is therefore subject to the Dakota County Contiguous Plat Ordinance. The plan was revised to match the alignment for future CR 179th Street. The right-of-way needs for future CR Diamond Path and future CR 179th Street are 60 feet of half right of way for 2-lane divided roadways or 3-lane roadways. Diamond Path is shown as a dedication of 80-feet for the western portion of future Diamond Path, as dedicated on the plats the north. There are two accesses shown along future CR 179th Street, one full access at Eagle Point Drive and one future restricted access at Street 1 (Draft Horse Blvd). The full access opening allowed at Street 25 (Eagleview Drive) and future CR 179th Street should include left and right turn lanes. The access opening at Street 1 (Draft Horse Blvd)/179th Street would be allowed as a temporary full access opening but restricted in the future, which should include installing right turn lanes at this location. No left turn lanes should be installed. This temporary access intersection should remain a full access until such time when Diamond Path (either to the north or south) is constructed; the intersection should then be restricted and median closed to right-in right-out movements. The developer will include information in new homeowner materials describing the future access restriction at this location. The County and City will consider marking the access restriction with field signage. Also noted, the City and County are continuing to work on the vertical design for future CR 179th Street at the bridge location. City staff asked about the timing of the completion of CSAH 33 and whether construction of CSAH 33 would be dependent on development in Empire Township. Traffic volumes on Future County Road 33 (Diamond Path) and Future County Road 179th St. are yet to be determined. Traffic volumes may indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. EXHIBIT I The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Mike Suel, DR Horton Francis Hagen and Corey Meyer, Westwood City of Lakeville Planning Department Memorandum To: File From: Daryl Morey, Planning Director Date: March 23, 2022 Subject: Brookshire Neighborhood Meeting On March 22, 2022 DR Horton hosted a virtual neighborhood meeting for the proposed Brookshire development located south of 170th Street and east of Eagleview Drive. Approximately 15 residents were in attendance online. Following the introduction of Brookshire by the development team, the neighbors raised the following questions/concerns: • Several residents living in the Lake Place townhomes that front Eagleview Drive and face east toward the Brookshire development expressed concerns about their view of the back of the row townhomes proposed on the east side of Eagleview Drive, including: grades, building height and elevations, and landscape buffering. The developer was asked to consider installing a fence at the rear of these townhome buildings or moving the attached townhomes to another location on the site. • Asked if a sidewalk was going to be constructed on the east side of Eagleview Drive. • Expressed concerns about speeding on Eagleview Drive and that the Brookshire development would make things worse. • Expressed concerns about the existing amount of traffic, vehicle speeds, use of right turn lanes as bypass lanes, and pedestrian crossing safety on 170th Street. The Brookshire development will add to these concerns. Asked if a pedestrian crossing signal could be installed at the existing trail crossing of 170th Street east of Embers Avenue. • Asked about the timing of Diamond Path. Many residents felt that Diamond Path should be constructed with the Brookshire development to help disperse traffic in Brookshire to 170th Street so fewer vehicles would travel through the Lake Place neighborhood on Eagleview Drive and 173rd Street to get to 170th Street and Pilot Knob Road. • Asked if the developer would consider adding another internal street connection to 170th Street to potentially reduce the amount of traffic on Eagleview Drive. • Asked if Street 1 (across from Draft Horse Boulevard) could have both left and right turn lanes onto 170th Street. • Requested that construction traffic not use the existing streets in Lake Place. • Expressed concerns about dust, noise, and dirt being tracked onto the streets in Lake Place. EXHIBIT J