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Home My WebLink AboutItem 05b - Sundance Lakeville Second Addition1 City of Lakeville Community Development Dept Memorandum To: Planning Commission Frank Dempsey, AICP, Associate Planner July 12, 2024 Packet Material for the July 18, 2024 Planning Commission Meeting : 1)Preliminary and final plat of one townhome lot to include nine buildings and 167 dwelling units, one common club building, nine single family rental residential lots and homes, and one outlot to be known as Sundance Lakeville Second Addition; 2) A conditional use permit to allow multiple family dwellings (townhome buildings) on a single parcel. August 23, 2024 Ryan Sailer, representing Timberland Partners, Inc. has submitted applications and plans for a preliminary plat, final plat, and conditional use permit for Sundance Lakeville Second Addition, which proposes one lot and one block with 13 townhome buildings and 167 dwelling units and nine single family home lots with rental homes all totaling 15.75 acres north of 162nd Street (CSAH 46), west of Buck Hill Road and east of Kendale Avenue. The 18.75 acre property had been agricultural property until approximately 2000, after which time the property had been an aggregate mining operation for approximately five years. This is the second phase of the proposed Sundance Lakeville development. At their June 20 meeting the Planning Commission recommended approval of the first phase of development, which proposes two medical office buildings. The preliminary and final plat plans have been submitted to: 1. The Engineering Division 2 2. The Parks and Recreation Department 3. Dakota County Plat Commission A. Zoning Map B. Aerial Photo C. Project Narrative D. Property Survey E. Preliminary Plat F. Final Plat G. Site Plans H. Grading, Drainage, Utility Plans I. Tree Preservation Plan and Tree Inventory J. Landscaping Plan K. Townhome Architectural Plans L. Single Family Architectural Plans M. May 23, 2024 Traffic Study The subject property on which the townhomes and single-family homes will be located is zoned M-1, Mixed Use I-35 Corridor District and RST-1, Single and Two Family Residential District. The proposed preliminary plat is surrounded by the following land uses: and I-35 right of way of-Way family homes on Kendale Drive and Dupont Avenue and a single family Residential Two Family Residential District On November 23, 2023, the City Council approved an amendment to the 2040 Comprehensive Land Use Plan for 14 acres of the 18.75 acre property from Commercial and Medium Density 3 Residential to high density residential and low to medium density residential and to rezone the 14 acres from C-3, General Commercial and RM-1, Medium Density Residential to M-1, Mixed Use I-35 Corridor District and RST-2, Single and Two Family Residential District. Following the amended land use plan and zoning, an application and plans for the proposed medical buildings was submitted for consideration of approval on the south three acres of the commercial zoned property abutting 162nd Street and Buck Hill Road. On June -20, 2024, the Planning Commission held a public hearing to consider the preliminary and final plat of Sundance Lakeville for two commercial medical office buildings abutting 162nd Street and Buck Hill Road. The City Council approved the preliminary plat of Sundance Lakeville that included two commercial (medical) buildings adjacent to 162nd Street at its July 1, 2024 meeting. The property is located in Planning District No. 1 of the 2040 Comprehensive Land Use Plan and is within the current Metropolitan Urban Service Area (MUSA). City municipal services, including sanitary sewer service, are available to serve the property. The subject property is guided -CMU, Corridor Mixed Use in the 2040 Comprehensive Land Use Plan. The proposed Sundance Lakeville Second Addition preliminary and final plat meets the recommended goals and objectives outlined in Planning District No. 1 of the 2040 Comprehensive Plan. The proposed lots exceed the minimum lot area and lot width requirements of the M-1 and RST-2 Districts. Sundance Lakeville abuts 162nd Street (CSAH 46) and will have a shared private drive access at Buck Hill Road. The private street will be extended west to Kendale Drive when the residential area to the north is developed. The private drive will include an easement to allow the commercial and residential portions of the development as well as the public to use the private street connection between Kendale Drive and Buck Hill Road. No parking signs shall be installed on both sides of the private street between Kendale Drive and Buck Hill Road. 162nd Street (CSAH 46) is classified as a minor arterial road in the City’s Transportation Plan and is constructed as a 4-lane divided road. The Dakota County Plat Commission review of the preliminary and final plat indicated that no additional road right-of-way is required with the 4 proposed final plat. There will be no private driveway access to 162nd Street with the proposed medical buildings site plan. Buck Hill Road is classified as a major collector road providing access via a signalized intersection at 162nd Street. No additional right-of-way is required for Buck Hill Road. Kendale Drive is classified as a local street with a 32-foot-wide street constructed temporarily as a rural section road until such time the remaining undeveloped properties adjacent to Kendale Drive are developed. Kendale Drive was constructed as a rural section road in 2001 as part of the Streefland Addition development to the west and is between 60 and 80-feet wide and partly within a temporary roadway easement. The road width is suitable for the commercial and residential development proposed for the 18.75 acre property. Kendale Drive to the west is 60 feet wide within the single-family residential development. Kendale Drive will be platted as right-of-way and developed as an urban street (curb, gutter and sidewalks) at the time of development of the remaining properties in this area. The Dakota County Plat Commission met at its April 10, 2024 meeting to review the Sundance Lakeville preliminary plat under the terms of the Contiguous Plat Ordinance (plats adjacent to County Roads). The Plat Commission determined that the development of the combined residential and commercial portions of the 18.75 acre property in addition to the existing and projected traffic along 162nd Street necessitates the construction of a restricted turning movement median in 162nd Street (CSAH 46). Left turns from southbound Kendale Drive to eastbound 162nd Street will not be allowed. Right turning movements to and from Kendale Drive from 162nd Street will remain. The restricted access at Kendale Drive will require vehicles to use the shared private road across the Sundance Lakeville development to access the signalized intersection at Buck Hill Road. A traffic study was completed by Alliant Engineering on in 2023 with a final traffic study report prepared May 23, 2024 to determine the existing and post-development conditions of and anticipated traffic volumes between Buck Hill Road, 162nd Street (CSAH 46) and Kendale Drive. The study identified traffic volumes in 2017, 2021 and adjustments to 2021 traffic to account for lingering impacts to traffic volumes during the COVID pandemic. The study concluded that all intersections impacted by the development of the 18.75 acre Sundance Lakeville commercial and residential developments, future low-medium density residential to the west, and the existing neighborhoods utilizing Kendale Drive and Buck Hill Road will operate under a high grade (A & C) level of service or better through year 2045 anticipated peak hours of traffic. Traffic volumes on 162nd Street (CSAH 46) are presently 8,300 Average Daily Traffic (ADT) vehicles per day and anticipated to be 11,800 ADT by 2040. City sanitary sewer and water is currently available to the site, which is within the current MUSA. All public utilities will be constructed by the developer to serve the proposed preliminary and final plat following final plat approval. 5 City sanitary sewer lift station No. 26 is under construction to provide sanitary sewer service for the development of the 18.75 acre property and other future property developments within the Crystal Lake watershed that services this area. Sanitary sewer now going through the Crystal Lake lift station in Burnsville will be diverted to the lift station under constructed in conjunction with Sundance commercial and residential plats. The Developer shall pay a cash fee for construction of sanitary sewer lift station No. 26. The construction of lift station No. 26 was anticipated upon determination that the Crystal Lake lift station was very near capacity. Grading and utility plans have been submitted with the Sundance Lakeville Second Addition preliminary and final plat plans. Grading, drainage, erosion control, utility, and tree preservation review comments are addressed in the engineering report prepared by Jon Nelson, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager, dated July 8, 2024. A copy of the engineering report is attached for reference. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat. A bituminous trail is in place along the north side of 162nd Street (CSAH 46). Concrete sidewalk will be installed along Kendale Drive in conjunction with development of the residential Sundance Lakeville project. Park dedication will be satisfied with a cash fee in effect at the time of final plat approval. The 2024 park dedication cash fee rate in lieu of park land is $9,383 per dwelling unit for high density residential and $5,774 per dwelling unit for low density residential. There are no wetlands associated with the Sundance Lakeville Second Addition preliminary and final plat property. The tree preservation plan identifies 738 significant trees on the entire 18.75 acre site. Due to the high-density residential development proposed, most trees will be removed with the residential development phase of construction. A tree preservation plan for Sundance Lakeville Second Addition shall be submitted prior to issuance of a city grading permit. The proposed landscape plan outlines the tree replacement proposed as part of the site development. The preliminary plat is not premature under the terms of the Subdivision Ordinance. All utilities and public streets are in place to serve the subject property. All proposed improvements necessary for the development of Sundance Lakeville Second Addition will be privately funded by the developer. Section 11-65-7 of the Zoning Ordinance allows multi-family buildings on a single parcel subject to approval of a conditional use permit. The purpose of this requirement is to compliance with development density, building height, floor area ratio, exterior design, and building height requirements as well as establishment of a ownership requirement for the for uniform property and building exterior maintenance. 6 Lot Area. Section 11-65-7.L.1.a(1) of the Zoning Ordinance requires multiple family uses to provide a minimum of 1,675 square feet of net lot area per dwelling unit. The area Lot 1, Block 1 is 14.74 acres or 642,074 square feet. Based on 167 dwelling units, the lot area per unit for the proposed multiple family use is 3,844 square feet per dwelling unit, which complies with the Zoning Ordinance. Section 11-65-7.L.1.a(2) of the Zoning Ordinance limits the floor area ratio for the proposed multiple family building to 0.7 as the subject site abuts single family lots zoned RST- 2 District to the west. The gross floor area of the proposed buildings range between 18,019 and 20,490 square feet and the area of the proposed lot is 642,074 square feet. The floor area ratio of the proposed development is between 0.28 and 0.32, which fall within the limits established by the Zoning Ordinance. The table below outlines the setbacks required for development of the subject site by Section 11-65-13 of the Zoning Ordinance. The locations of the proposed multiple family buildings within the lot meets or exceeds the minimum setbacks required by the Zoning Ordinance. The proposed building has a mix of 1-bedroom, 2-bedroom and 3-bedroom dwelling units summarized in the table below: Area Floor Area Units Total The proposed dwelling units comply with the minimum floor area requirements specified in Section 11-17-13.B of the Zoning Ordinance. The exterior materials for the proposed building must comply with Section 11-65- 7.R.3.c of the Zoning Ordinance requiring minimum of 25 percent of each building elevation shall have an exterior finish of brick, stucco, and/or natural or artificial stone and shall have more than 60% of all elevations of one type of exterior finish. The submitted building elevation plans identify the type of all exterior finish materials and include a schedule indicating the percent of the total area of the exterior of the principal building using required materials. The use of brick or stone for 7 the exterior finish of all proposed buildings complies with the requirements of the Zoning Ordinance. Multiple family buildings within the M-1 District are limited to a height of four stories or 48 feet by Section 11-65-7.N.2 of the Zoning Ordinance. Illustrations of the proposed townhome buildings indicate a gable roof design with heights between 28 and 31.4 feet. The proposed building is to have 167 dwelling units and 240 total bedrooms equal to 1.44 bedrooms per dwelling unit. Section 11-19-13 of the Zoning Ordinance requires multiple family dwellings to provide 2.0 parking stalls per dwelling unit if there are less than 2.0 bedrooms per dwelling unit. Section 11-65-7.R.d of the Zoning Ordinance further requires that a minimum of 1.0 of the required parking stalls per dwelling unit be provided within an enclosed garage attached to the principal building. Based on 167 dwelling units, 334 parking stalls are required and 338 parking spaces are proposed in addition to 41 guest parking spaces and ADA accessible parking spaces. The breakdown of surface and garage parking shown on the submitted plans is summarized below: The site plan shall provide the required number of ADA accessible parking spaces on site. The proposed off-street parking areas and drive aisles are setback more than 15 feet from the west property line abutting the RST-2 lots. Section 11-19-7.I.1 of the Zoning Ordinance requires off- street parking stalls to have minimum dimensions of 9 feet by 20 feet. The proposed driveway aisles are 20 feet in width as allowed in the M-1 District. The townhome driveway setback from the private driveways is 20 feet as allowed by the M-1 District and consistent with other similar townhome developments in Sprit of Brandtjen Farms and numerous Dakota County CDA townhomes developed in Lakeville. The proposed surface parking stalls comply with these minimum dimensions. The parking stalls must striped as required by Section 11-19-7.I.13 of the Zoning Ordinance. The parking area must be surrounded by perimeter concrete curb as required by Section 11-19-7.I.15 of the Zoning Ordinance. The site plan provides a location for outdoor recreation amenities including a swimming pool, patio area, grilling stations and a 5,000+ square foot clubhouse building as a benefit to tenants of the townhomes and single family homes within the development. The clubhouse and pool area are located at the southwest corner of the site and are setback not less than 33 feet from the south property line (162nd Street) as required by the Zoning Ordinance. The building elevation plans show a community building consistent with the exterior building materials as the townhome buildings and in compliance with Zoning ordinance requirements. Section 11-21-5.A of the Zoning Ordinance requires details regarding fencing for 8 the patio and pool area to be submitted for review and approval by the Zoning Administrator, including compliance with Section 11-21-5.G of the Zoning Ordinance related to pools. The landscape plan proposes 219 overstory, evergreen, and ornamental trees as noted in the table below: The site and landscape plan propose a minimum 30-foot landscaped buffer between the townhome property and the single-family homes to the north. A 30-foot landscaped buffer is consistent with the 30-foot required landscaped buffer between single family homes and commercial zoned property. The landscape plan design along the north boundary of Lot 1 shall be amended to include a row of evergreen trees planted south of the utility easement to provide additional year-round screening of the townhome buildings from the north. All landscaped areas shall be irrigated in compliance with Zoning Ordinance requirements. Evergreen trees shall be a minimum of eight feet in height. Deciduous trees shall be a minimum of 2.5-inch caliper. All shrubs shall comply with minimum size/height requirements, not container sizes. The landscape plan shall be amended to identify minimum shrub heights in accordance with Zoning Ordinance requirements, not container size as shown. A landscape security based on the contractor estimate shall be submitted with the final plat consideration as financial security for installation of the approved landscaping. Plans for exterior lighting have not yet been submitted but will be submitted by the developer and reviewed and administered during the building permit process. All exterior lighting shall comply with Zoning Ordinance requirements, shall be downcast and not glare onto public right of way or other residential properties. The developer shall submit a lighting plan showing the location, height, type, and illumination pattern of all exterior lighting. The intensity of exterior lighting is limited to one foot-candle measured at the right of way or property line. Any signage shall comply with Section 11-23-19.D of the Zoning Ordinance allowing uses within the M-1 District one freestanding sign per lot not to exceed 100 square feet in area and 20 feet in height. A sign permit is required to be issued prior to placement of any sign upon the property in accordance with Section 11-23-5 of the Zoning Ordinance. Individual units will be responsible for indoor trash and recycling storage in each unit as required by the Zoning Ordinance. Findings of Fact in consideration of the conditional use permit are attached. 9 SITE PLAN RST-2 Lots. Nine single family home lots are proposed at the northwest corner of the property with a 230 foot long cul-de-sac street accessed from Kendale Drive. lot width prior to approval of the The lots comply with minimum lot area and lot width requirements except for Lot 2 and 4 which do not clearly determine lot width at the 20 foot garage setback line. The preliminary plat shall be revised to demonstrate compliance with minimum lot width prior to City Council consideration of the preliminary plat. The proposed Sundance Lakeville Second Addition townhome and single family home development is consistent with the goals and policies of the 2040 Comprehensive Plan for inclusion of multiple family land uses within mixed use residential and commercial developments adjacent to the I-35 corridor in proximity to transit facilities to provide market support for surrounding business and expand housing choices within Lakeville. Furthermore, the proposed development complies with the performance standards applicable to multiple family uses within the M-1 District established by the Zoning Ordinance and Subdivision Ordinance. Findings of fact supporting the approval of a conditional use permit to allow for the proposed multiple family use has been drafted for consideration by the Planning Commission. Community Development Department staff recommends approval of the preliminary and final plat of Sundance Lakeville Second Addition, subject to the following stipulations: 1. Implementation of the recommendations listed in the July 8, 2024 engineering report. 10 2. Lots 2-10 shall confirm compliance with minimum lot width requirements of the RST-2 District prior to City Council consideration of the preliminary plat. 3. Park dedication must be paid at the time of final plat approval. 4. The landscape plan design along the north boundary of Lot 1 shall be amended to include a row of evergreen trees planted south of the utility easement to provide additional year- round screening of the townhome buildings from the north. 5. All landscaped areas shall be irrigated. Trees and shrubs shall not be planted in street right-of-way or within the transmission line utility easement and shall comply with minimum size requirements. 6. The developer shall submit a financial security to guarantee installation of the approved landscaping at the time of final plat approval. 7. All signs shall comply with the Zoning Ordinance requirements. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 8. Snow storage shall not take place in required parking spaces. 9. A site lighting plan shall be submitted prior to issuance of a building permit. Site lighting shall not exceed one foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of- way. 10. The trash enclosures shall be constructed of materials consistent with the principal building and shall include a durable, maintenance free gate. 11. A private easement allowing shared public access over the private street between Buck Hill Road and Kendale Drive shall be submitted prior to final plat approval. The private easement shall include commitments to street construction to City of Lakeville standards, maintenance and repair, and maintenance and repair of the private storm sewer system within the private street. 12. No parking signs shall be installed on both sides of the private street between Kendale Drive and Buck Hill Road. COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D KE N D A L E D R ( P U B L I C ) (P U B L I C ) 5' SIDEWALK 5' SIDEWALK24 ' 20'20'20' 24 ' 32 ' 19 . 8 ' BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS BUILDING 1 14-UNITS STORMWATER POND STORMWATER POND STORMWATER POND STORMWATER POND BUILDING 3 16-UNITS 12,500 SF SINGLE STORY SINGLE STORY 14,000 SF 11 ' BUILDING 5 16-UNITS Community Room 110 Game Room109 Lobby100 Office101 Office102 Work Room103 Mech104 Womens105Mens106 Yoga108 Fitness107 Concrete Pool Deck Pool Equip112Mech/Storage111 Pool CLUBHOUSE PROPERTY LINE 5' INTERIOR PARKING SETBACK BUILDING SETBACK/ EASEMENT TRASH ENCLOSURE FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pet W a s h M2 MAINT.DOG RUN BUILDING 3 16-UNITS BUILDING 1 12-UNITS PROPERTY ZONING M-1 MIXED USE I-35 CORRIDOR DISTRICT 485,781 SF (11.15 AC) RST-2, SINGLE AND TWO FAMILY RESIDENTIAL DISTRICT 156,508 SF (3.59 AC) FUTURE R.O.W DEDICATION: 21,682 SF (.49 AC) INCLUDED IN 3.59 AC . C-3, GENERAL COMMERCIAL 130,933 SF (3.01 AC) R.O.W DEDICATION: 43,932 SF (1.01 AC) EXHIBIT A Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community 158TH ST City of Burnsville KENDALE DR Sundance Lakeville Second Addition City of Lakeville Sundance Lakeville Second Addition Location Map EXHIBIT B BUCK HILL R D 162ND ST (CSAH 46) Sundance Lakeville DUPONT AVE KENYON AVE KENT TRL SUNDANCE LAKEVILLE CUP, ADMINISTRATIVE PERMIT, PRELIMINARY AND FINAL PLAT APPLICATION SUBMITTAL NARRATIVE Timberland Partners and Davis Medical Group are proposing to construct a mix of multifamily residential, single-family residential, and medical office on a currently vacant 18.75 parcel of land located north of 162nd Street (CSAH 46) and west of Buck Hill Road. The existing zoning on the site includes a mix of RST-2, M-1, and C-3. More specifically, Timberland Partners proposes to construct 167 townhome-style apartments and 9 single-family rental homes on approximately 14.25 acres of the parcel. Both the multifamily and single- family project components will be branded as Sundance Lakeville and will include 100% market rate rentals targeting young couples, with and without children, and empty nesters looking to downsize. No public subsidy or assistance is requested. Sundance will contain thirteen (13) two-story buildings, each containing 8-16 flats, or dwelling units, on 11.15 acres that has been rezoned to M-1. The nine (9) single-family homes are located on approximately 3.10 acres that has been rezoned to RST-2. The multifamily buildings will include a mix of one-, two-, and three-bedroom units. All units will have direct access entries and at least one dedicated attached garage space. There are no common corridors or common entries associated with any of the units, allowing residents increased privacy and sense of safety. The single-family homes will be a mix of 3- and 4-bedroom homes on sizable lots, each with their own individual yard. Both the single-family and multifamily components will be constructed as one cohesive development through connectivity and shared amenities including a 5,000+ square foot clubhouse which will include a full kitchen, community room, game lounge, and fitness center. It will also contain offices for our award-winning on-site management team. Connected to the clubhouse will be a large outdoor pool with an outdoor kitchen, including grilling stations, and a fire pit. Site amenities will also include natural wetland buffers, ample green space, and a dog run and dog spa. The proposed plan includes ample resident and guest parking which exceeds city code and is thoughtfully designed in a manner to provide residents with a true neighborhood feel. All interior roads are proposed to be private, with the main east-west road that will traverse the site from Kendale Drive to Buck Hill Road serving as shared access to both the Sundance development and the Davis project. Both parties will execute a Private Roadway, Stormwater Retention and Utility Easement Agreement which will outline care and maintenance requirements of the shared road roadway and stormwater system. Lakeville-based RT Residential, a division of the Tradition Companies, will be the general contractor for Sundance Lakeville ensuring that the project will be built to the highest quality and integrity. Sundance Lakeville will be developed, owned, and managed by Timberland Partners. Timberland is based in Bloomington, Minnesota, and currently owns and manages over 20,000 apartment homes located in 18 states. Timberland does not provide any third-party management services, managing only what we own and focusing on providing a safe, clean, and quality living experience for our residents. EXHIBIT C EXHIBIT D Community Room 110 Game Room 109 Lobby100 Office101 Office102 Work Room 103 Mech 104 Womens 105 Mens106 Yoga108 Fitness 107 Concrete Pool Deck Pool Equip112Mech/Storage111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN R=410.00 L=101.31 Δ=14°09'25" C.Brg=S33°41'44"W C=101.05 S88°40'52"E 263.48 S0 0 ° 4 5 ' 5 0 " W 2 9 4 . 6 5 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R=390.00 L=16.13 Δ=2°22'13" C.Brg=S41°57'34"W C=16.13 S49°13'36"E 20.00 DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 2 3 4 5 6 7 8 9 10 N0 1 ° 3 0 ' 0 1 " E 1 9 7 . 3 4 S40 ° 0 6 ' 5 3 " W 2 2 5 . 7 7 N40 ° 0 6 ' 5 3 " E 1 3 4 . 3 4 N0 2 ° 3 9 ' 3 6 " W 72 . 7 2 N08°29'31"W 19.15 R=271.45L=326.69 Δ=68°57'24" C.Brg=N35°58'23"W C=307.33 58 . 6 4 96 . 9 9 13 9 . 0 2 97.35 658.24137.43171.54 N40 ° 0 6 ' 5 3 " E 1 6 4 . 9 4 N90°00'00"E 128.20 N0 0 ° 0 0 ' 0 0 " E 3 7 1 . 4 9 S1 8 ° 0 9 ' 4 0 " W 1 1 8 . 6 6 S34 ° 1 1 ' 4 9 " E 1 4 6 . 1 3 N49 ° 5 3 ' 0 7 " W 2 0 6 . 0 7 N49 ° 5 3 ' 0 7 " W 1 7 4 . 3 6 N49 ° 5 3 ' 0 7 " W 1 2 0 . 1 1 N49 ° 5 3 ' 0 7 " W 1 2 0 . 1 1 N49 ° 5 3 ' 0 7 " W 1 2 0 . 9 6 26. 4 1 138 . 5 3 14 0 . 8 4 R=60.00 L=259.7 3 Δ=248°01'16" C.Brg=N87°28 '3 5 "W C=99.47 43. 9 9 90. 3 5 82. 7 3 68. 0 4 75. 0 0 R=27.50 L=34.37 =71°36'05" L=12.04 =11°29'54" L=79.37 Δ=75°47'30" L=54.8 3 Δ=52°21'2 8 "L=45.70 Δ=43°38'44" L=60.77 Δ=58°01' 37" L=7.02 =6°42'03" KE N Y O N C O U R T L=133.79 Δ=28°14'23" L=44.31 Δ=9 °21'08" N0 0 ° 0 0 ' 0 0 " E 1 7 2 . 7 5 R=170.00 L=153.02 Δ=51°34'27" N90°00'00"E 185.01 R=414.00L=159.33Δ=22°03'01"C .B r g=N78°58'29"WC=158.35 R=99.04 L=73.58 =42°34'12" C.Brg=N59°42'39"E C=71.90 BLOCK 1 N90°00'00"E 140.23 N40 ° 0 6 ' 5 3 " E 1 9 8 . 9 6 OU T L O T A 48. 5 9 75. 0 0 75. 3 7 15 2 . 1 6 78 . 4 9 1 L=60.30 Δ=12°43'43" L=88.29Δ=18°38'11" PARCEL AREA TABLE PARCEL Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Outlot A Right of Way Total AREA SF 485,781 12,562 9,008 9,011 13,879 21,921 12,936 17,570 15,129 13,056 9,753 21,683 642,290 AREA AC 11.15 0.29 0.21 0.21 0.32 0.50 0.30 0.40 0.35 0.30 0.22 0.50 14.74 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 4 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T PR E L I M I N A R Y P L A T 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 LEGEND: EXHIBIT E R=410.00 L=101.31 Δ=14°09'25" C.Brg=S33°41'44"W C=101.05 S88°40'52"E 263.48 S0 0 ° 4 5 ' 5 0 " W 2 9 4 . 6 5 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R=390.00 L=16.13 Δ=2°22'13" C.Brg=S41°57'34"W C=16.13 S49°13'36"E 20.00 DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 2 3 4 5 6 7 8 9 10 N0 1 ° 3 0 ' 0 1 " E 1 9 7 . 3 4 S40 ° 0 6 ' 5 3 " W 2 2 5 . 7 7 N40 ° 0 6 ' 5 3 " E 1 3 4 . 3 4 N0 2 ° 3 9 ' 3 6 " W 72 . 7 2 N08°29'31"W 19.15 R=271.45L=326.69 Δ=68°57'24" C.Brg=N35°58'23"W C=307.33 58 . 6 4 96 . 9 9 13 9 . 0 2 97.35 658.24137.43171.54 N40 ° 0 6 ' 5 3 " E 1 6 4 . 9 4 N90°00'00"E 128.20 N0 0 ° 0 0 ' 0 0 " E 3 7 1 . 4 9 S1 8 ° 0 9 ' 4 0 " W 1 1 8 . 6 6 S34 ° 1 1 ' 4 9 " E 1 4 6 . 1 3 N49 ° 5 3 ' 0 7 " W 2 0 6 . 0 7 N49 ° 5 3 ' 0 7 " W 1 7 4 . 3 6 N49 ° 5 3 ' 0 7 " W 1 2 0 . 1 1 N49 ° 5 3 ' 0 7 " W 1 2 0 . 1 1 N49 ° 5 3 ' 0 7 " W 1 2 0 . 9 6 26. 4 1 138 . 5 3 14 0 . 8 4 R=60.00 L=259.7 3 Δ=248°01'16" C.Brg=N87°28 '3 5"W C=99.47 43. 9 9 90. 3 5 82. 7 3 68. 0 4 75. 0 0 R=27.50 L=34.37 =71°36'05" L=12.04 =11°29'54" L=79.37 Δ=75°47'30" L=54.8 3 Δ=52°21'2 8 "L=45.70 Δ=43°38'44" L=60.77 Δ=58° 01'37" L=7.02 =6°42'03" KEN Y O N C O U R T L=133.79 Δ=28°14'23" L=4 4.31 Δ=9°21'08" N89°45'28"W 1568.22 N0 0 ° 0 0 ' 0 0 " E 1 7 2 . 7 5 R=170.00 L=153.02 Δ=51°34'27" N90°00'00"E 185.01 R=414.00L=159.33Δ=22°03'01"C .B r g=N7 8°58'29"WC=158.35 R=99.04 L=73.58 =42°34'12" C.Brg=N59°42'39"E C=71.90 BLOCK 1 N90°00'00"E 140.23 N40 ° 0 6 ' 5 3 " E 1 9 8 . 9 6 OU T L O T A 48. 5 9 75. 0 0 75. 3 7 15 2 . 1 6 78 . 4 9 1 L=60.30 Δ=12°43'43" L=88.29Δ=18°38'11" BLO C K 1 1 SUNDANCE LAKEVILLE SECOND ADDITION EXHIBIT F R=410.00 L=265.91 Δ=37°09'37" R=4 6 81.6 6 L=8 7 .5 3 Δ=1°0 4 '16 " S88°40'52"E 712.12 S0 1 ° 1 9 ' 0 8 " W 3 0 7 . 1 5 R=140.00 L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E S0 0 ° 4 5 ' 5 0 " W 3 8 5 . 5 0 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 N0 3 ° 3 6 ' 5 0 " E 73 . 3 8 S86°23'10"E 40.00 N03°36'50"E 25.68 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D KE N D A L E D R ( P U B L I C ) DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 (P U B L I C ) Community Room 110 Game Room 109 Lobby 100 Office101 Office102 Work Room103 Mech 104 Womens 105 Mens 106 Yoga 108 Fitness107 Concrete Pool Deck Pool Equip112Mech/Storage111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 1 BLOCK 1 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS INFILTRATION BASIN BUILDING 3 16-UNITS BUILDING 5 16-UNITS CLUBHOUSE BUILDING 1 12-UNITS INFILTRATION BASIN INFILTRATION BASIN INFILTRATION BASIN FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 8 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T SI T E P L A N O V E R A L L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 EXHIBIT G R=410.00 L=265.91 Δ=37°09'37" R=4 6 81.6 6 L=8 7 .5 3 Δ=1°0 4 '16 " S88°40'52"E 712.12 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 N0 3 ° 3 6 ' 5 0 " E 73 . 3 8 S86°23'10"E 40.00 N03°36'50"E 25.68 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 (P U B L I C ) FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS BUILDING 3 16-UNITS BUILDING 5 16-UNITS INFILTRATION BASIN SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T SI T E P L A N - V I E W 1 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 7 S88°40'52"E 712.12 S0 1 ° 1 9 ' 0 8 " W 3 0 7 . 1 5 R=140.00 L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) KE N D A L E D R ( P U B L I C ) DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 Community Room 110 Game Room 109 Lobby 100 Office 101 Office 102 Work Room 103 Mech 104 Womens 105 Mens 106 Yoga 108 Fitness 107 Concrete Pool Deck Pool Equip 112 Mech/Storage 111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 2 3 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS INFILTRATION BASIN CLUBHOUSE BUILDING 1 12-UNITS INFILTRATION BASIN INFILTRATION BASIN 8 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T SI T E P L A N - V I E W 2 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 Bik e F i x i t M1 Pe t W a s h M2 1 BLOCK 1 OUTLOT A BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS BUILDING 3 16-UNITS BUILDING 5 16-UNITS INFILTRATION BASIN 9 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T SI T E P L A N - V I E W 3 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N R=140.00L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E S0 0 ° 4 5 ' 5 0 " W 3 8 5 . 5 0 N89°45'28"W 1064.56 FD Bi k e F i x i t M1 Pe t W a s h M2 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 11 12-UNITS BUILDING 10 12-UNITS INFILTRATION BASIN INFILTRATION BASIN 10 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T SI T E P L A N - V I E W 4 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N R=410.00 L=265.91 Δ=37°09'37" R=4 6 81.6 6 L=8 7 .5 3 Δ=1°0 4 '16 " S88°40'52"E 712.12 S0 1 ° 1 9 ' 0 8 " W 3 0 7 . 1 5 R=140.00 L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E S0 0 ° 4 5 ' 5 0 " W 3 8 5 . 5 0 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 N0 3 ° 3 6 ' 5 0 " E 73 . 3 8 S86°23'10"E 40.00 N03°36'50"E 25.68 Δ Δ COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D KE N D A L E D R ( P U B L I C ) (P U B L I C ) Community Room 110 Game Room 109 Lobby 100 Office 101 Office102 Work Room103 Mech104 Womens105 Mens 106 Yoga 108 Fitness107 Concrete Pool Deck Pool Equip 112 Mech/Storage 111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 1 BLOCK 1 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS INFILTRATION BASIN BUILDING 3 16-UNITS BUILDING 5 16-UNITS CLUBHOUSE BUILDING 1 12-UNITS INFILTRATION BASIN INFILTRATION BASIN INFILTRATION BASIN W/O W/O W/O C W / O L/O SOG SOG W/ O C L/ O FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 11 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T GR A D I N G A N D E R O S I O N C O N T R O L P L A N O V E R A L L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 EXHIBIT H R=410.00 L=265.91 Δ=37°09'37" R=4 6 81.6 6 L=8 7 .5 3 Δ=1°0 4 '16 " S88°40'52"E 712.12 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 N0 3 ° 3 6 ' 5 0 " E 73 . 3 8 S86°23'10"E 40.00 N03°36'50"E 25.68 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 (P U B L I C ) FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS BUILDING 3 16-UNITS BUILDING 5 16-UNITS INFILTRATION BASIN FFE:1008.00 FFE:1009.00 FFE:1008.70 FFE:1009.30 FFE:1007.70 FFE: 1007.00 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T GR A D I N G A N D E R O S I O N C O N T R O L P L A N - V I E W 1 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 12 S88°40'52"E 712.12 S0 1 ° 1 9 ' 0 8 " W 3 0 7 . 1 5 R=140.00 L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E Δ Δ COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) KE N D A L E D R ( P U B L I C ) DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 Community Room 110 Game Room 109 Lobby 100 Office 101 Office 102 Work Room 103 Mech 104 Womens 105 Mens 106 Yoga 108 Fitness 107 Concrete Pool Deck Pool Equip 112 Mech/Storage 111 Pool FD Ma i n t . S t o r a g e M3 Bi k e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 2 3 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS INFILTRATION BASIN CLUBHOUSE BUILDING 1 12-UNITS INFILTRATION BASIN INFILTRATION BASIN W/O W/O FFE:1008.50 FFE:1008.70 FFE:1008.00 FFE:1009.00 FFE:1008.70 FFE: 1007.00 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T GR A D I N G A N D E R O S I O N C O N T R O L P L A N - V I E W 2 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 13 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 Bik e F i x i t M1 Pe t W a s h M2 1 BLOCK 1 BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS BUILDING 3 16-UNITS BUILDING 5 16-UNITS INFILTRATION BASIN FFE:1008.00 FFE:1009.00 FFE:1011.20 FFE:1010.70 FFE:1010.7 FFE:1009.70 FFE:1010.00 FFE:1008.70 FFE:1009.30 FFE:1010.70 FFE:1007.70 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T GR A D I N G A N D E R O S I O N C O N T R O L P L A N - V I E W 3 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 14 R=140.00L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E S0 0 ° 4 5 ' 5 0 " W 3 8 5 . 5 0 N89°45'28"W 1064.56 Δ Δ FD Bi k e F i x i t M1 Pe t W a s h M2 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 11 12-UNITS BUILDING 10 12-UNITS INFILTRATION BASIN INFILTRATION BASIN W/O W/O W/O C W / O L/O SOG SOG W/ O C L/ O FFE:1008.00 FFE:1009.00 FFE:1011.20 FFE:1010.00 FFE:1008.70 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T GR A D I N G A N D E R O S I O N C O N T R O L P L A N - V I E W 4 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 15 R=410.00 L=265.91 Δ=37°09'37" R=4 6 81.6 6 L=8 7 .5 3 Δ=1°0 4 '16 " S88°40'52"E 712.12 S0 1 ° 1 9 ' 0 8 " W 3 0 7 . 1 5 R=140.00 L=183.39 Δ=75°03'19" C.Brg=S36°12'31"E S0 0 ° 4 5 ' 5 0 " W 3 8 5 . 5 0 N89°45'28"W 1064.56 N0 0 ° 3 9 ' 1 9 " E 5 0 7 . 7 1 R= 3 9 0 . 0 0 L= 1 6 . 1 3 =2° 2 2 ' 1 3 " S49°13'36"E 20.00 N0 3 ° 3 6 ' 5 0 " E 73 . 3 8 S86°23'10"E 40.00 N03°36'50"E 25.68 Δ Δ COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D KE N D A L E D R ( P U B L I C ) (P U B L I C ) Community Room 110 Game Room 109 Lobby 100 Office 101 Office102 Work Room103 Mech104 Womens105 Mens 106 Yoga 108 Fitness107 Concrete Pool Deck Pool Equip 112 Mech/Storage 111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 1 BLOCK 1 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS INFILTRATION BASIN BUILDING 3 16-UNITS BUILDING 5 16-UNITS CLUBHOUSE BUILDING 1 12-UNITS INFILTRATION BASIN INFILTRATION BASIN INFILTRATION BASIN W/O W/O W/O C W / O L/O SOG SOG W/ O C L/ O FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 16 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T ST O R M W A T E R P O L L U T I O N P R E V E N T I O N ( S W P P P ) P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 Community Room 110 Game Room109 Lobby 100 Office101 Office102 Work Room 103 Mech104 Womens105 Mens 106 Yoga 108 Fitness107 Concrete Pool Deck Pool Equip112Mech/Storage111 Pool FD Ma i n t . S t o r a g e M3 Bik e F i x i t M1 Pe t W a s h M2 1 BLOCK 1 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D KE N D A L E D R ( P U B L I C ) (P U B L I C ) TREE PROTECTION FENCE NOT TO SCALE 42 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T TR E E P R E S E R V A T I O N P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N EXHIBIT I 43 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T TR E E I N V E N T O R Y 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 44 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T TR E E I N V E N T O R Y 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 (P U B L I C ) FD Ma i n t . S t o r a g e M3 Bi k e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS STORMWATER POND BUILDING 3 16-UNITS BUILDING 5 16-UNITS SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 16 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 16 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T LA N D S C A P E P L A N - V I E W 1 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 36 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N EXHIBIT J COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) KE N D A L E D R ( P U B L I C ) DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 Community Room 110 Game Room 109 Lobby 100 Office 101 Office 102 Work Room 103 Mech 104 Womens 105 Mens 106 Yoga 108 Fitness 107 Concrete Pool Deck Pool Equip 112 Mech/Storage 111 Pool FD Ma i n t . S t o r a g e M3 Bi k e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN 2 3 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS STORMWATER POND STORMWATER POND CLUBHOUSE BUILDING 1 12-UNITS STORMWATER POND SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 11 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 37 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T LA N D S C A P E P L A N - V I E W 2 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N Bi k e F i x i t M1 Pe t W a s h M2 1 BLOCK 1 BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS BUILDING 6 12-UNITS BUILDING 8 12-UNITS BUILDING 11 12-UNITS BUILDING 9 12-UNITS BUILDING 10 12-UNITS BUILDING 7 16-UNITS STORMWATER POND BUILDING 3 16-UNITS BUILDING 5 16-UNITS SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-B UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 16 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 16 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 16 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 38 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T LA N D S C A P E P L A N - V I E W 3 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N FD Bi k e F i x i t M1 Pe t W a s h M2 2 3 4 5 6 7 8 9 10 OUTLOT AKEN Y O N C O U R T BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 13 11-UNITS BUILDING 11 12-UNITS BUILDING 10 12-UNITS STORMWATER POND STORMWATER POND SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 12-A UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 SEE 11 UNIT TYPICAL FOUNDATION PLANTING, SHEET 41 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 39 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T LA N D S C A P E P L A N - V I E W 4 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 40 MULCH AT SOD DETAIL NOT TO SCALE 5 MULCH AT SIDEWALK DETAIL NOT TO SCALE 4 3 PERENNIAL PLANTINGS NOT TO SCALE SHRUB PLANTING NOT TO SCALE 2 TREE PLANTING NOT TO SCALE 1 PLANTING NOTES: SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T LA N D S C A P E S C H E D U L E , N O T E S A N D D E T A I L S LANDSCAPE SCHEDULE: SEEDING NOTES: FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N BUILDING 9 12-UNITSBUILDING 13 11-UNITS BUILDING 7 16-UNITS FD Bi k e F i x i t M1 Pe t W a s h M2 BUILDING 2 12-UNITS 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 41 SU N D A N C E L A K E V I L L E CU P / P R E L I M I N A R Y & F I N A L P L A T TY P I C A L L A N D S C A P E P L A N S 16 UNIT TYPICAL FOUNDATION PLANTING SCALE: 1" = 20' 4 11 UNIT TYPICAL FOUNDATION PLANTING SCALE: 1" = 20' 1 12-B UNIT TYPICAL FOUNDATION PLANTING SCALE: 1" = 20' 2 LEGEND: LANDSCAPE SCHEDULE: 12-A UNIT TYPICAL FOUNDATION PLANTING SCALE: 1" = 20' 3 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville Cover Sheet SUNDANCE LAKEVILLE Gross Square Footage Building Site Count Level -1 Level 1 Level 2 Level 3 Building Total Gross Area Total Gross Building Areas 11-Unit Building (11A) 1 -9,134ft² 8,885ft² -18,019ft²18,019ft² 12-Unit Building (12A) 8 -8,384ft² 8,315ft² 1,190ft² 17,709ft²141,672ft² 12-Unit Building (12B) 1 -10,374ft² 10,115ft² -20,490ft²20,490ft² 16-Unit Building (16A) 3 -11,803ft² 11,454ft² -23,257ft²69,771ft² Clubhouse 1 -5,120ft² --5,120ft²5,120ft² Maintenance 1 -1,014ft² --1,014ft²1,014ft² x Grand Total 15 256,086ft² Unit Mix Name Garage Stalls Total Unit Count Unit Area w/ Mezz Unit A1 1 45 797 ft² Unit A2 1 14 813 ft² Unit A3 - Type A 1 2 728 ft² Unit A7 1 6 855 ft² Unit B2 1 50 1,221 ft² Unit B2 2 2 1,221 ft² Unit B3 1 2 1,134 ft² Unit B4 1 2 1,188 ft² Unit B4 2 1 1,188 ft² Unit B5 - Type A 2 1 1,098 ft² Unit B6 1 2 1,305 ft² Unit B7 1 32 1,111 ft² Unit C2 2 1 1,433 ft² Unit C3 - Type A 2 1 1,422 ft² Unit C4 1 6 1,660 ft² Grand total 167 Residential Unit Mix - 12-Unit Building (12A) - 8 Buildings on Site Name Garage Stalls Count HUD Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Mezzanine Stairs Garage Area Total Unit Gross Total Gross Area Main Floor Net Stairs Net Mezzanine Net Garage Net Total Unit Net Total Net Area Bed Bath Level 1 Unit A1 1 4 797 ft² 0 ft²0 ft² 381 ft² 1,178 ft² 4,713 ft² 740 ft² 0 ft² 0 ft²339 ft² 1,079 ft² 4,316 ft² 1 1 Type B Level 2 Unit B2 1 4 1,221 ft² 0 ft²92 ft² 318 ft² 1,631 ft² 6,524 ft² 1,153 ft² 68 ft² 0 ft²289 ft² 1,510 ft² 6,040 ft² 2 2 - Unit B7 1 4 813 ft² 298 ft² 96 ft² 411 ft² 1,618 ft² 6,471 ft² 759 ft² 83 ft² 321 ft² 367 ft² 1,529 ft² 6,117 ft² 2 2 - Grand total 12 17,709 ft²16,473 ft² Residential Unit Mix - 11-Unit Building w/ Type A (11A) Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A1 1 1 797 ft² 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft² 339 ft²1,079 ft² 1,079 ft² 1 1 Type B Unit B3 1 1 1,134 ft² 0 ft² 419 ft² 1,554 ft² 1,554 ft² 1,070 ft² 0 ft² 372 ft²1,442 ft² 1,442 ft² 2 2 Type B Unit B5 - Type A 2 1 1,098 ft² 0 ft² 723 ft² 1,820 ft² 1,820 ft² 1,035 ft² 0 ft² 676 ft²1,711 ft² 1,711 ft² 2 2 Type A Level 2 Unit A2 1 1 813 ft² 96 ft² 412 ft² 1,321 ft² 1,321 ft² 759 ft² 83 ft² 367 ft²1,208 ft² 1,208 ft² 1 1 - Unit A2 1 1 813 ft² 132 ft² 412 ft² 1,357 ft² 1,357 ft² 759 ft² 83 ft² 337 ft²1,178 ft² 1,178 ft² 1 1 - Unit B2 1 2 1,221 ft² 92 ft² 318 ft² 1,631 ft² 3,262 ft² 1,153 ft² 68 ft² 289 ft²1,510 ft² 3,020 ft² 2 2 - Unit B2 1 1 1,221 ft² 114 ft² 379 ft² 1,714 ft² 1,714 ft² 1,153 ft² 68 ft² 346 ft²1,567 ft² 1,567 ft² 2 2 - Unit B2 2 1 1,221 ft² 114 ft² 716 ft² 2,051 ft² 2,051 ft² 1,153 ft² 68 ft² 669 ft²1,890 ft² 1,890 ft² 2 2 - Unit B4 1 1 1,188 ft² 95 ft² 412 ft² 1,695 ft² 1,695 ft² 1,125 ft² 88 ft² 367 ft²1,579 ft² 1,579 ft² 2 2 - Unit B4 2 1 1,188 ft² 132 ft² 748 ft² 2,068 ft² 2,068 ft² 1,125 ft² 88 ft² 696 ft²1,908 ft² 1,908 ft² 2 2 - Grand total 11 18,019 ft²16,583 ft² Residential Unit Mix - 16-Unit Building (16A) Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A1 1 4 797 ft² 0 ft² 381 ft² 1,178 ft² 4,713 ft² 740 ft² 0 ft² 339 ft²1,079 ft² 4,316 ft² 1 1 Type B Unit A7 1 2 855 ft² 0 ft² 385 ft² 1,240 ft² 2,479 ft² 798 ft² 0 ft² 346 ft²1,144 ft² 2,288 ft² 1 1 Type B Level 2 Unit A2 1 2 813 ft² 96 ft² 412 ft² 1,321 ft² 2,642 ft² 753 ft² 83 ft² 337 ft²1,173 ft² 2,346 ft² 1 1 - Unit A2 1 2 813 ft² 96 ft² 373 ft² 1,282 ft² 2,564 ft² 753 ft² 83 ft² 352 ft²1,188 ft² 2,376 ft² 1 1 - Unit B2 1 4 1,221 ft² 92 ft² 318 ft² 1,631 ft² 6,524 ft² 1,148 ft² 86 ft² 287 ft²1,521 ft² 6,084 ft² 2 2 - Unit C4 1 2 1,660 ft² 96 ft² 412 ft² 2,168 ft² 4,335 ft² 1,502 ft² 76 ft² 337 ft²1,915 ft² 3,829 ft² 3 2 - Grand total 16 23,257 ft²21,239 ft² Residential Unit Mix - 12-Unit Building (12B) - 1 Building on Site Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A3 - Type A 1 2 728 ft² 0 ft² 491 ft² 1,219 ft² 2,437 ft² 675 ft² 0 ft² 454 ft²1,129 ft² 2,258 ft² 1 1 Type A Unit B3 1 1 1,134 ft² 0 ft² 419 ft² 1,553 ft² 1,553 ft² 1,070 ft² 0 ft² 372 ft²1,442 ft² 1,442 ft² 2 2 Type B Unit C3 - Type A 2 1 1,422 ft² 0 ft² 699 ft² 2,121 ft² 2,121 ft² 1,336 ft² 0 ft² 653 ft²1,989 ft² 1,989 ft² 3 2 Type A Level 2 Unit B2 1 1 1,221 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 289 ft²1,510 ft² 1,510 ft² 2 2 - Unit B2 1 1 1,221 ft² 92 ft² 336 ft² 1,649 ft² 1,649 ft² 1,153 ft² 68 ft² 302 ft²1,523 ft² 1,523 ft² 2 2 - Unit B2 1 1 1,221 ft² 92 ft² 437 ft² 1,750 ft² 1,750 ft² 1,153 ft² 68 ft² 397 ft²1,618 ft² 1,618 ft² 2 2 - Unit B2 2 1 1,221 ft² 92 ft² 773 ft² 2,086 ft² 2,086 ft² 1,153 ft² 68 ft² 722 ft²1,943 ft² 1,943 ft² 2 2 - Unit B4 1 1 1,188 ft² 95 ft² 412 ft² 1,695 ft² 1,695 ft² 1,125 ft² 76 ft² 367 ft²1,568 ft² 1,568 ft² 2 2 - Unit B6 1 2 1,305 ft² 96 ft² 412 ft² 1,813 ft² 3,627 ft² 1,102 ft² 76 ft² 367 ft²1,545 ft² 3,090 ft² 2 2 - Unit C2 2 1 1,433 ft² 96 ft² 412 ft² 1,941 ft² 1,941 ft² 1,366 ft² 76 ft² 367 ft²1,809 ft² 1,809 ft² 3 2 - Grand total 12 20,490 ft²18,751 ft² EXHIBIT K1 UP UP UP UP 412 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 96 ft² Unit B7 - Stairs 412 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 96 ft² Unit B7 - Stairs 412 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 96 ft² Unit B7 - Stairs 412 ft² Unit B7-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 96 ft² Unit B7 - Stairs ME C H 797 ft² Unit A1 797 ft² Unit A1 797 ft² Unit A1 797 ft² Unit A1 A501 2 A5013 SD_312 4 SD_312 1 SD_312 2 SD_3123 SD_311 5 SD_311 2 SD_311 3 SD_3114 118'-8" 83 ' - 8 " 813 ft² Unit B7 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 A501 2 A5013 SD_312 4 SD_312 1 SD_312 2 SD_3123 SD_311 5 SD_311 2 SD_311 3 SD_3114 813 ft² Unit B7 813 ft² Unit B7 813 ft² Unit B7 A501 1 A501 2 A501 4 A5013 SD_312 4 SD_312 1 SD_312 2 SD_3123 SD_311 5 SD_311 2 SD_311 3 SD_3114 298 ft² Unit B7-Mezzanine 298 ft² Unit B7-Mezzanine 298 ft² Unit B7-Mezzanine 298 ft² Unit B7-Mezzanine kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12A) - Floor Plans 1/8" = 1'-0"1 Level 1 - 12-Unit Building 1/8" = 1'-0"2 Level 2 - 12-Unit Building Residential Unit Mix - 12-Unit Building (12A) - 8 Buildings on Site Name Garage Stalls Count HUD Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Mezzanine Stairs Garage Area Total Unit Gross Total Gross Area Main Floor Net Stairs Net Mezzanine Net Garage Net Total Unit Net Total Net Area Bed Bath Level 1 Unit A1 1 4 797 ft² 0 ft²0 ft² 381 ft² 1,178 ft² 4,713 ft² 740 ft² 0 ft² 0 ft²339 ft² 1,079 ft² 4,316 ft² 1 1 Type B Level 2 Unit B2 1 4 1,221 ft² 0 ft²92 ft² 318 ft² 1,631 ft² 6,524 ft² 1,153 ft² 68 ft² 0 ft²289 ft² 1,510 ft² 6,040 ft² 2 2 - Unit B7 1 4 813 ft² 298 ft² 96 ft² 411 ft² 1,618 ft² 6,471 ft² 759 ft² 83 ft² 321 ft² 367 ft² 1,529 ft² 6,117 ft² 2 2 - Grand total 12 17,709 ft²16,473 ft² 1/8" = 1'-0"3 Level 3 Copy 1 - 12-Unit Building (12A) 6 12-Unit Building - 3D Exteriors - 1 7 12-Unit Building - 3D Exteriors - 2 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12A) Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 4.17.37.7 4.17.8 4.1 7.3 7.7 4.1 7.8 High Truss Brg. 130'-4 7/8" 7.6 EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,078 SF = 47% -STONE VENEER = 1,197 SF = 53% TRANSPARENCY -GLAZING/DOORS = 773 SF = 33% 7.3 7.7 7.37.7 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.1 7.6 26.1 4.1 7.7 6.17.6 4.1 7.76.1 7.6 High Truss Brg. 130'-4 7/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 448 SF = 38% -STONE VENEER = 728 SF = 62% TRANSPARENCY -GLAZING/DOORS = 600 SF = 33% 5.27.3 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 4.17.7 7.6 6.1 26.17.67.1 4.1 7.77.66.1 High Truss Brg. 130'-4 7/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 448 SF = 38% -STONE VENEER = 728 SF = 62% TRANSPARENCY -GLAZING/DOORS = 600 SF = 33% 7.3 5.2 7.3 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 7.6 4.1 7.3 7.7 4.1 7.37.7 4.1 7.87.8 4.1 High Truss Brg. 130'-4 7/8" 7.3 7.7 7.37.7 EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,078 SF = 47% -STONE VENEER = 1,197 SF = 53% TRANSPARENCY -GLAZING/DOORS = 773 SF = 33% EXTERIOR MATERIALS TAG KEY 5.1 ALUMINUM RAILINGS - COLOR: BLACK 4.1 CULTURED STONE - COLOR: TBD 5.3 METAL FENCE POST - COLOR: BLACK 6.1 CEDAR TIMBER - COLOR: STAINED 5.2 CORRUGATED METAL ROOFING - COLOR: BLACK 7.5 PVC SKIRTBOARD - COLOR: WHITE 7.1 LAP SIDING - COLOR: SW 7006 EXTRA WHITE 7.3 BOARD & BATTEN SIDING - SW 7006 EXTRA WHITE 7.4 TRIM - COLOR: SW 7006 EXTRA WHITE 7.6 ASPHALT SHINGLES - COLOR: CHARCOAL 26.1 EXTERIOR LIGHTING - COLOR: BLACK 8.1 GLAZING 7.7 DECORATIVE 12"x36" LOUVER - COLOR: BLACK 5.4 PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS - COLOR: WHITE kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12A) - Exteriors 3/16" = 1'-0"1 12-Unit Building (12A) - Front Elevation 3/16" = 1'-0"2 12-Unit Building (12A) - Side Elevation 1 3/16" = 1'-0"3 12-Unit Building (12A) - Side Elevation 2 3/16" = 1'-0"4 12-Unit Building (12A) - Back Elevation UP UP UP UP UP UP UP UP 1,134 ft² Unit B3 797 ft² Unit A1 1,098 ft² Unit B5 - Type A 412 ft² Unit B4-Garage 419 ft² Unit B3-Garage 318 ft² Unit B2-Garage 95 ft² Unit B4 - Stairs 748 ft² Unit B4-Garage 379 ft² Unit B2-Garage 132 ft² Unit B4 - Stairs 412 ft² Unit A2-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 96 ft² Unit A2 - Stairs 716 ft² Unit B2-Garage 412 ft² Unit A2-Garage 132 ft² Unit A2 - Stairs 723 ft² Unit B5 - Type A - Garage ME C H SD_3313 SD_331 2 SD_331 1 SD_331 4 696 ft² Unit B4-Garage 2 346 ft² Unit B2-Garage 1 289 ft² Unit B2-Garage 1 372 ft² Unit B3-Garage 367 ft² Unit B4-Garage 1 337 ft² Unit A2-Garage 669 ft² Unit B2-Garage 3 289 ft² Unit B2-Garage 1 339 ft² Unit A1-Garage 367 ft² Unit A2-Garage 676 ft² Unit B5 - Type A -Garage 131'-4" 83 ' - 8 " 1,221 ft² Unit B2 1,221 ft² Unit B2 1,188 ft² Unit B4 1,188 ft² Unit B4 1,221 ft² Unit B2 1,221 ft² Unit B2 813 ft² Unit A2 813 ft² Unit A2 SD_3313 SD_331 2 SD_331 1 SD_331 4 40'-0" kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 11-Unit Building - Floor Plans 1/8" = 1'-0"1 Level 1 - 11-Unit Building 1/8" = 1'-0"2 Level 2 - 11-Unit Building 3 11-Unit Building - 3D Exteriors - 1 4 11-Unit Building - 3D Exteriors - 2 Residential Unit Mix - 11-Unit Building w/ Type A (11A) Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A1 1 1 797 ft² 0 ft² 381 ft² 1,178 ft² 1,178 ft² 740 ft² 0 ft² 339 ft²1,079 ft² 1,079 ft² 1 1 Type B Unit B3 1 1 1,134 ft² 0 ft² 419 ft² 1,554 ft² 1,554 ft² 1,070 ft² 0 ft² 372 ft²1,442 ft² 1,442 ft² 2 2 Type B Unit B5 - Type A 2 1 1,098 ft² 0 ft² 723 ft² 1,820 ft² 1,820 ft² 1,035 ft² 0 ft² 676 ft²1,711 ft² 1,711 ft² 2 2 Type A Level 2 Unit A2 1 1 813 ft² 96 ft² 412 ft² 1,321 ft² 1,321 ft² 759 ft² 83 ft² 367 ft²1,208 ft² 1,208 ft² 1 1 - Unit A2 1 1 813 ft² 132 ft² 412 ft² 1,357 ft² 1,357 ft² 759 ft² 83 ft² 337 ft²1,178 ft² 1,178 ft² 1 1 - Unit B2 1 2 1,221 ft² 92 ft² 318 ft² 1,631 ft² 3,262 ft² 1,153 ft² 68 ft² 289 ft²1,510 ft² 3,020 ft² 2 2 - Unit B2 1 1 1,221 ft² 114 ft² 379 ft² 1,714 ft² 1,714 ft² 1,153 ft² 68 ft² 346 ft²1,567 ft² 1,567 ft² 2 2 - Unit B2 2 1 1,221 ft² 114 ft² 716 ft² 2,051 ft² 2,051 ft² 1,153 ft² 68 ft² 669 ft²1,890 ft² 1,890 ft² 2 2 - Unit B4 1 1 1,188 ft² 95 ft² 412 ft² 1,695 ft² 1,695 ft² 1,125 ft² 88 ft² 367 ft²1,579 ft² 1,579 ft² 2 2 - Unit B4 2 1 1,188 ft² 132 ft² 748 ft² 2,068 ft² 2,068 ft² 1,125 ft² 88 ft² 696 ft²1,908 ft² 1,908 ft² 2 2 - Grand total 11 18,019 ft²16,583 ft² Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,054 SF = 49% -STONE VENEER = 1,086 SF = 51% TRANSPARENCY -GLAZING/DOORS = 768 SF = 26% 4.17.37.74.17.8 7.8 4.1 7.3 7.7 4.1 7.87.3 6.1 7.1 6.17.6 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 564 SF = 41% -STONE VENEER = 803 SF = 59% TRANSPARENCY -GLAZING/DOORS = 565 SF = 29% 7.1 7.6 26.1 4.1 7.7 6.17.64.17.76.1 7.6 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 564 SF = 41% -STONE VENEER = 803 SF = 59% TRANSPARENCY -GLAZING/DOORS = 565 SF = 29% 4.1 7.626.17.67.14.17.6 7.76.1 7.7 6.1 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,076 SF = 49% -STONE VENEER = 1,107 SF = 51% TRANSPARENCY -GLAZING/DOORS = 738 SF = 25% 4.1 7.3 7.77.6 4.1 7.8 4.17.37.7 7.6 4.17.8 7.3 6.1 7.1 6.17.6 7.8 EXTERIOR MATERIALS TAG KEY 5.1 ALUMINUM RAILINGS - COLOR: BLACK 4.1 CULTURED STONE - COLOR: TBD 5.3 METAL FENCE POST - COLOR: BLACK 6.1 CEDAR TIMBER - COLOR: STAINED 5.2 CORRUGATED METAL ROOFING - COLOR: BLACK 7.5 PVC SKIRTBOARD - COLOR: WHITE 7.1 LAP SIDING - COLOR: SW 7006 EXTRA WHITE 7.3 BOARD & BATTEN SIDING - SW 7006 EXTRA WHITE 7.4 TRIM - COLOR: SW 7006 EXTRA WHITE 7.6 ASPHALT SHINGLES - COLOR: CHARCOAL 26.1 EXTERIOR LIGHTING - COLOR: BLACK 8.1 GLAZING 7.7 DECORATIVE 12"x36" LOUVER - COLOR: BLACK 5.4 PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS - COLOR: WHITE kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 11-Unit Building - Exteriors 3/16" = 1'-0"1 11-Unit Building (11A) - Front Elevation 3/16" = 1'-0"2 11-Unit Building (11A) - Side Elevation 1 3/16" = 1'-0"3 11-Unit Building (11A) - Side Elevation 2 3/16" = 1'-0"4 11-Unit Building (11A) - Back Elevation SD_342 3 SD_342 4 SD_342 1 SD_3422 412 ft² Unit A2-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 318 ft² Unit B2-Garage 381 ft² Unit A1-Garage 412 ft² Unit C4-Garage 797 ft² Unit A1 797 ft² Unit A1 385 ft² Unit A7-Garage 373 ft² Unit A2-Garage 3 373 ft² Unit A2-Garage 3 855 ft² Unit A7 412 ft² Unit A2-Garage 381 ft² Unit A1-Garage 318 ft² Unit B2-Garage 318 ft² Unit B2-Garage 381 ft² Unit A1-Garage 412 ft² Unit C4-Garage 797 ft² Unit A1 385 ft² Unit A7-Garage 855 ft² Unit A7 1 2 797 ft² Unit A1 173'-4" 83 ' - 8 " SD_342 3 SD_342 4 SD_342 1 SD_3422 1,221 ft² Unit B2 1,221 ft² Unit B2 1,660 ft² Unit C4 813 ft² Unit A2 813 ft² Unit A2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,660 ft² Unit C4 813 ft² Unit A2 813 ft² Unit A2 1 2 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 16-Unit Building - Floor Plans 1/8" = 1'-0"1 Level 1 - 16-Unit Building 1/8" = 1'-0"2 Level 2 - 16-Unit Building Residential Unit Mix - 16-Unit Building (16A) Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A1 1 4 797 ft² 0 ft² 381 ft² 1,178 ft² 4,713 ft² 740 ft² 0 ft² 339 ft²1,079 ft² 4,316 ft² 1 1 Type B Unit A7 1 2 855 ft² 0 ft² 385 ft² 1,240 ft² 2,479 ft² 798 ft² 0 ft² 346 ft²1,144 ft² 2,288 ft² 1 1 Type B Level 2 Unit A2 1 2 813 ft² 96 ft² 412 ft² 1,321 ft² 2,642 ft² 753 ft² 83 ft² 337 ft²1,173 ft² 2,346 ft² 1 1 - Unit A2 1 2 813 ft² 96 ft² 373 ft² 1,282 ft² 2,564 ft² 753 ft² 83 ft² 352 ft²1,188 ft² 2,376 ft² 1 1 - Unit B2 1 4 1,221 ft² 92 ft² 318 ft² 1,631 ft² 6,524 ft² 1,148 ft² 86 ft² 287 ft²1,521 ft² 6,084 ft² 2 2 - Unit C4 1 2 1,660 ft² 96 ft² 412 ft² 2,168 ft² 4,335 ft² 1,502 ft² 76 ft² 337 ft²1,915 ft² 3,829 ft² 3 2 - Grand total 16 23,257 ft²21,239 ft² kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 16-Unit Building - Exteriors 1 16-Unit Building - 3D Exteriors - 1 2 16-Unit Building - 3D Exteriors - 2 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 785 SF = 42% -STONE VENEER = 1,094 SF = 58% TRANSPARENCY -GLAZING/DOORS = 567 SF = 30% 6.1 7.6 7.7 4.1 7.1 7.6 26.1 6.17.67.74.1 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 6.1 7.6 7.7 4.1 7.1 7.6 26.1 6.17.67.74.1 EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 785 SF = 42% -STONE VENEER = 1,094 SF = 58% TRANSPARENCY -GLAZING/DOORS = 567 SF = 30% Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" 4.1 7.3 7.7 7.6 26.1 4.15.1 6.1 7.37.1 7.6 6.1 4.1 26.1 4.1 7.3 7.7 7.6 26.14.1 5.16.17.3 7.17.66.14.126.1 EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,843 SF = 49% -STONE VENEER = 1,950 SF = 51% TRANSPARENCY -GLAZING/DOORS = 1,168 SF = 31% Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,843 SF = 49% -STONE VENEER = 1,950 SF = 51% TRANSPARENCY -GLAZING/DOORS = 977 SF = 26% 7.6 4.1 7.3 7.7 7.64.1 7.37.74.16.17.3 7.17.6 6.1 26.14.1 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 16-Unit Building - Exteriors 3/16" = 1'-0"1 16-Unit Building- Side Elevation 2 3/16" = 1'-0"2 16-Unit Building - Side Elevation 1 3/16" = 1'-0"3 16-Unit Building - Front Elevation1 3/16" = 1'-0"4 16-Unit Building - Back Elevation1 SD_353 5 SD_353 4 SD_3536 1,422 ft² Unit C3 - Type A1,134 ft² Unit B3 412 ft² Unit B6-Garage 773 ft² Unit B2-Garage 318 ft² Unit B2-Garage 419 ft² Unit B3-Garage 412 ft² Unit B4-Garage 412 ft² Unit C2-Garage 699 ft² Unit C3 Type A - Garage 2 437 ft² Unit B2-Garage 336 ft² Unit B2-Garage 412 ft² Unit B6-Garage 2 3 491 ft² Unit A3 Type A-Garage 728 ft² Unit A3 - Type A 728 ft² Unit A3 - Type A 491 ft² Unit A3 Type A-Garage 96 ft² Unit B6-Stairs 95 ft² Unit B4 - Stairs 96 ft² Unit B6-Stairs 96 ft² Unit C2 - Stairs 92 ft² Unit B2- Stairs 152'-5 1/2" 83 ' - 8 " SD_353 5 SD_353 4 SD_3536 1,305 ft² Unit B6 1,305 ft² Unit B6 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,221 ft² Unit B2 1,188 ft² Unit B4 1,433 ft² Unit C2 4 2 3 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12B) - Floor Plans 1/8" = 1'-0"1 Level 1 - Floor Plans - 12B - 12-Unit Building (Type A) 1/8" = 1'-0"2 Level 2 - Floor Plans - 12B - 12-Unit Building (Type A) Residential Unit Mix - 12-Unit Building (12B) - 1 Building on Site Name Garage Stalls Count HUD Unit Gross Square Footage HUD Net Rentable Square Footage Rooms Unit Type Main Floor Stairs Garage Area Total Unit Area Total Area Main Floor Stairs Garage Net Total Total Net Area Bed Bath Level 1 Unit A3 - Type A 1 2 728 ft² 0 ft² 491 ft² 1,219 ft² 2,437 ft² 675 ft² 0 ft² 454 ft²1,129 ft² 2,258 ft² 1 1 Type A Unit B3 1 1 1,134 ft² 0 ft² 419 ft² 1,553 ft² 1,553 ft² 1,070 ft² 0 ft² 372 ft²1,442 ft² 1,442 ft² 2 2 Type B Unit C3 - Type A 2 1 1,422 ft² 0 ft² 699 ft² 2,121 ft² 2,121 ft² 1,336 ft² 0 ft² 653 ft²1,989 ft² 1,989 ft² 3 2 Type A Level 2 Unit B2 1 1 1,221 ft² 92 ft² 318 ft² 1,631 ft² 1,631 ft² 1,153 ft² 68 ft² 289 ft²1,510 ft² 1,510 ft² 2 2 - Unit B2 1 1 1,221 ft² 92 ft² 336 ft² 1,649 ft² 1,649 ft² 1,153 ft² 68 ft² 302 ft²1,523 ft² 1,523 ft² 2 2 - Unit B2 1 1 1,221 ft² 92 ft² 437 ft² 1,750 ft² 1,750 ft² 1,153 ft² 68 ft² 397 ft²1,618 ft² 1,618 ft² 2 2 - Unit B2 2 1 1,221 ft² 92 ft² 773 ft² 2,086 ft² 2,086 ft² 1,153 ft² 68 ft² 722 ft²1,943 ft² 1,943 ft² 2 2 - Unit B4 1 1 1,188 ft² 95 ft² 412 ft² 1,695 ft² 1,695 ft² 1,125 ft² 76 ft² 367 ft²1,568 ft² 1,568 ft² 2 2 - Unit B6 1 2 1,305 ft² 96 ft² 412 ft² 1,813 ft² 3,627 ft² 1,102 ft² 76 ft² 367 ft²1,545 ft² 3,090 ft² 2 2 - Unit C2 2 1 1,433 ft² 96 ft² 412 ft² 1,941 ft² 1,941 ft² 1,366 ft² 76 ft² 367 ft²1,809 ft² 1,809 ft² 3 2 - Grand total 12 20,490 ft²18,751 ft² 1 12-Unit Type A Building - 3D Exteriors - 1 2 12-Unit Type A Building - 3D Exteriors 2 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12B) - 3D Views Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,025 SF = 44% -STONE VENEER = 1,303 SF = 56% TRANSPARENCY -GLAZING/DOORS = 977 SF = 29% 4.1 7.77.3 26.1 4.1 7.8 5.1 7.4 7.3 6.1 7.1 6.17.6 5.1 7.8 4.1 8.1 7.3 7.7 26.1 4.1 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 438 SF = 36% -STONE VENEER = 728 SF = 64% TRANSPARENCY -GLAZING/DOORS = 599 SF = 33% 4.1 7.7 6.17.67.47.3 7.1 26.1 8.1 4.1 7.7 7.37.87.2 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 1,025 SF = 44% -STONE VENEER = 1,303 SF = 56% TRANSPARENCY -GLAZING/DOORS = 977 SF = 29% 7.3 26.17.7 7.8 5.14.1 4.1 6.16.1 7.3 7.6 4.1 7.85.1 7.3 7.7 26.1 4.1 Level 1 100'-0" Level 2 110'-7 7/8" Truss Brg. 119'-9" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 438 SF = 36% -STONE VENEER = 728 SF = 64% TRANSPARENCY -GLAZING/DOORS = 599 SF = 33% 7.3 4.1 6.17.67.7 7.1 26.1 7.2 8.1 4.1 7.7 7.3 7.8 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville 12-Unit Building (12B) - Exteriors 3/16" = 1'-0"3 12-Unit Building (Type A) - Front 3/16" = 1'-0"4 12-Unit Building (Type A) - Left 3/16" = 1'-0"5 12-Unit Building (Type A) - Rear 3/16" = 1'-0"6 12-Unit Building (Type A) - Right EXTERIOR MATERIALS TAG KEY 5.1 ALUMINUM RAILINGS - COLOR: BLACK 4.1 CULTURED STONE - COLOR: TBD 5.3 METAL FENCE POST - COLOR: BLACK 6.1 CEDAR TIMBER - COLOR: STAINED 5.2 CORRUGATED METAL ROOFING - COLOR: BLACK 7.5 PVC SKIRTBOARD - COLOR: WHITE 7.1 LAP SIDING - COLOR: SW 7006 EXTRA WHITE 7.3 BOARD & BATTEN SIDING - SW 7006 EXTRA WHITE 7.4 TRIM - COLOR: SW 7006 EXTRA WHITE 7.6 ASPHALT SHINGLES - COLOR: CHARCOAL 26.1 EXTERIOR LIGHTING - COLOR: BLACK 8.1 GLAZING 7.7 DECORATIVE 12"x36" LOUVER - COLOR: BLACK 5.4 PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS - COLOR: WHITE Level 1 100'-0" CH Truss Brg. 112'-6" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 476 SF = 39% -STONE VENEER = 735 SF = 61% TRANSPARENCY -GLAZING = 472 SF = 28% 7.3 4.126.17.75.25.2 7.4 7.1 7.6 Level 1 100'-0" CH Truss Brg. 112'-6" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 648 SF = 50% -STONE VENEER = 631 SF = 50% TRANSPARENCY -GLAZING = 253 SF = 17% 6.1 7.1 7.6 6.1 7.3 5.24.17.7 7.4 5.2 4.1 28 ' - 0 8 3 / 2 5 6 " Level 1 100'-0" CH Truss Brg. 112'-6" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 550 SF = 50% -STONE VENEER = 558 SF = 50% TRANSPARENCY -GLAZING = 300 SF = 27%7.3 4.1 7.3 4.1 Level 1 100'-0" CH Truss Brg. 112'-6" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 688 SF = 50% -STONE VENEER = 694 SF = 50% TRANSPARENCY -GLAZING/DOORS = 291 SF = 21% 7.34.1 5.2 4.1 7.3 7.74.1 5.2 5.2 kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville Clubhouse - Exterior Elevations 3/16" = 1'-0"1 Clubhouse - North Elevation 3/16" = 1'-0"2 Clubhouse - West Elevation 3/16" = 1'-0"3 Clubhouse - East Elevation 3/16" = 1'-0"4 Clubhouse - South Elevation EXHIBIT K2 FD FD FITNESS MEN'S LOBBY VESTIBULE OFFICE WORK ROOM MECH COFFEE BAR WOMEN'SYOGA A500 2 OUTDOOR PATIO CO V E R E D S E A T I N G GRILL STATIONS GAME ROOM COMMUNITY ROOM OFFICE TRELLIS AREA A500386 ' - 4 " 39'-4" SD_301 2 SD_301 4 SD_301 1 SD_3013 106'-0" 33 ' - 0 " 43 ' - 4 " 68'-0" POOL 2' - 6 " 4' - 0 " 7'-6" 6' - 6 " SUNDANCE LAKEVILLE ADHERED CONCRETE MASONRY VENEER TO MATCH THE BUILDINGS ROCKFACE LIMESTONE SILL CAP CAST IN PLACE CONCRETE FOUNDATION -SEE STRUCT DOUBLE SIDED SIGN CABINET AND GRAPHIC DESIGN TO BE DETERMINED w/ SIGN VENDOR kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville Clubhouse - Floor Plans 3/16" = 1'-0"1 SD-Level 1 - Clubhouse 3/4" = 1'-0"3 Monument Sign - SD FD FD Level 1 100'-0" Maint. Truss Brg 109'-1 1/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 142 SF = 50% -STONE VENEER = 144 SF = 50% TRANSPARENCY -GLAZING = 44 SF = 13% 5.47.34.17.6 Level 1 100'-0" Maint. Truss Brg 109'-1 1/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 64 SF = 48% -STONE VENEER = 70 SF = 52% TRANSPARENCY -GLAZING = 50 SF = 19% 7.34.1 7.6 Level 1 100'-0" Maint. Truss Brg 109'-1 1/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 149 SF = 48% -STONE VENEER = 162 SF = 52% TRANSPARENCY -GLAZING = 18 SF = 1% 4.1 7.3 7.6 Level 1 100'-0" Maint. Truss Brg 109'-1 1/8" EXTERIOR MATERIALS PRIMARY MATERIALS -FIBER CEMENT SIDING/TRIM = 59 SF = 54% -STONE VENEER = 50 SF = 46% TRANSPARENCY -GLAZING = 76 SF = 28% 7.64.1 7.3 499 ft² Pool Equip. & Maint. Storage M3 77 ft² Bike Fixit M1 77 ft² Pet Wash M2 SD_302 1 SD_302 2 SD_302 4 SD_3023 36'-0" 20 ' - 0 " EXTERIOR MATERIALS TAG KEY 5.1 ALUMINUM RAILINGS - COLOR: BLACK 4.1 CULTURED STONE - COLOR: TBD 5.3 METAL FENCE POST - COLOR: BLACK 6.1 CEDAR TIMBER - COLOR: STAINED 5.2 CORRUGATED METAL ROOFING - COLOR: BLACK 7.5 PVC SKIRTBOARD - COLOR: WHITE 7.1 LAP SIDING - COLOR: SW 7006 EXTRA WHITE 7.3 BOARD & BATTEN SIDING - SW 7006 EXTRA WHITE 7.4 TRIM - COLOR: SW 7006 EXTRA WHITE 7.6 ASPHALT SHINGLES - COLOR: CHARCOAL 26.1 EXTERIOR LIGHTING - COLOR: BLACK 8.1 GLAZING 7.7 DECORATIVE 12"x36" LOUVER - COLOR: BLACK 5.4 PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS - COLOR: WHITE kaas wilson architects Timberland Partners Lakeville, MN Sundance Lakeville Maintenance - Exterior Elevations 3/16" = 1'-0"1 Maintenance Building - 1 Copy 1 3/16" = 1'-0"2 Maintenance Building - 2 Copy 1 3/16" = 1'-0"4 Maintenance Building - 3 Copy 1 3/16" = 1'-0"3 Maintenance Building - 4 Copy 1 3/16" = 1'-0"5 SD-Level 1 - Maintenance OF SHEET SI N G L E F A M I L Y TH R E E B E D R O O M R A M B L E R SU N D A N C E L A K E V I L L E DATE ISSUED: BID SET: PERMIT: REVISIONS: 6/18/21 ---- .. 7/23/21 - 3 BEDRM. Copyright of these documents is owned by RT RESIDENTIAL, INC. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of RT RESIDENTIAL, INC. GE N E R A L C O N T R A C T O R : RT R E S I D E N T I A L , I N C . 16 9 7 2 B R A N D T J E N F A R M D R I V E LA K E V I L L E , M N 5 5 0 4 4 TE L - ( 9 5 2 ) 3 2 2 - 8 7 0 0 TI M B E R L A N D P A R T N E R S 85 0 0 N O R M A N D A L E L A K E B L V D . SU I T E 7 0 0 MI N N E A P O L I S , M N 5 5 4 3 7 1 1 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED Square footages are measured to the exterior finished surface of the outside walls. Square footage calculations were made based on plan dimensions only and may vary from the finished square footage of the house as built. In addition, plan dimensions are not exact and are subject to some variance. However, all construction shall be in substantial compliance with the Contract Documents. BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 1,866 0 1,866 692 EXHIBIT L OF SHEET SI N G L E F A M I L Y TH R E E B E D R O O M P L A N SU N D A N C E L A K E V I L L E DATE ISSUED: BID SET: PERMIT: REVISIONS: 6/18/21 ---- .. ---- Copyright of these documents is owned by RT RESIDENTIAL, INC. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of RT RESIDENTIAL, INC. GE N E R A L C O N T R A C T O R : RT R E S I D E N T I A L , I N C . 16 9 7 2 B R A N D T J E N F A R M D R I V E LA K E V I L L E , M N 5 5 0 4 4 TE L - ( 9 5 2 ) 3 2 2 - 8 7 0 0 TI M B E R L A N D P A R T N E R S 85 0 0 N O R M A N D A L E L A K E B L V D . SU I T E 7 0 0 MI N N E A P O L I S , M N 5 5 4 3 7 1 1 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED Square footages are measured to the exterior finished surface of the outside walls. Square footage calculations were made based on plan dimensions only and may vary from the finished square footage of the house as built. In addition, plan dimensions are not exact and are subject to some variance. However, all construction shall be in substantial compliance with the Contract Documents. BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,210 0 972 695 OF SHEET SI N G L E F A M I L Y FO U R B E D R O O M P L A N SU N D A N C E L A K E V I L L E DATE ISSUED: BID SET: PERMIT: REVISIONS: 6/18/21 ---- .. ---- Copyright of these documents is owned by RT RESIDENTIAL, INC. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of RT RESIDENTIAL, INC. GE N E R A L C O N T R A C T O R : RT R E S I D E N T I A L , I N C . 16 9 7 2 B R A N D T J E N F A R M D R I V E LA K E V I L L E , M N 5 5 0 4 4 TE L - ( 9 5 2 ) 3 2 2 - 8 7 0 0 TI M B E R L A N D P A R T N E R S 85 0 0 N O R M A N D A L E L A K E B L V D . SU I T E 7 0 0 MI N N E A P O L I S , M N 5 5 4 3 7 1 1 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED Square footages are measured to the exterior finished surface of the outside walls. Square footage calculations were made based on plan dimensions only and may vary from the finished square footage of the house as built. In addition, plan dimensions are not exact and are subject to some variance. However, all construction shall be in substantial compliance with the Contract Documents. BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,802 0 1,380 691 Sundance Lakeville Traffic Impact Study Lakeville, MN Prepared For: Timberland Partners, Inc. 8500 Normandale Lake Blvd. Suite 700 Minneapolis, MN 55437 Prepared By: Nick Grage, PE, PTOE, RSP1 Alliant Engineering, Inc. 733 Marquette Ave, Suite 700 Minneapolis, MN 55402 Final Report May 23, 2024 EXHIBIT M Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 i May 23, 2024 Table of Contents List of Figures ................................................................................................................................ ii List of Tables ................................................................................................................................. ii 1.0 Introduction ........................................................................................................................1 2.0 Existing Conditions ............................................................................................................1 2.1 STUDY AREA INTERSECTIONS .......................................................................................... 1 2.2 DATA COLLECTION .......................................................................................................... 1 2.2.1 Traffic Volumes ...................................................................................................................................... 1 2.2.2 Roadway/Intersection Characteristics ................................................................................................... 4 2.2.3 Pedestrian/Bicycle Accommodations ..................................................................................................... 4 2.3 TRAFFIC OPERATIONS ANALYSIS ..................................................................................... 4 3.0 Proposed Development ......................................................................................................6 3.1 TRIP GENERATION ........................................................................................................... 6 4.0 Future Conditions ..............................................................................................................9 4.1 PLANNED DEVELOPMENTS AND INFRASTRUCTURE IMPROVEMENTS ................................ 9 4.1.1 Planned Developments .......................................................................................................................... 9 4.1.2 Planned Infrastructure Improvements ................................................................................................... 9 4.2 BACKGROUND TRAFFIC GROWTH .................................................................................. 10 4.3 TRAFFIC OPERATIONS ANALYSIS ................................................................................... 13 4.3.1 Year 2025 Conditions ........................................................................................................................... 13 4.3.2 Year 2045 Conditions ........................................................................................................................... 13 4.4 ADDITIONAL CONSIDERATIONS ..................................................................................... 14 4.4.1 Development Site Through Traffic ....................................................................................................... 14 4.4.2 Residential Neighborhood Through Traffic .......................................................................................... 14 5.0 Site Plan/Access Review ..................................................................................................14 5.1 SIGHT LINE ANALYSIS ................................................................................................... 15 6.0 Conclusions and Recommendations ...............................................................................16 Appendix A – Collected Turning Movement Counts ................................................................ A Appendix B – Detailed Operations and Queuing Analysis ....................................................... B Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 ii May 23, 2024 List of Figures Figure 1 – Project Location............................................................................................................. 2 Figure 2 – Existing Conditions ....................................................................................................... 3 Figure 3 – Proposed Site Plan ......................................................................................................... 7 Figure 4 – Trip Directional Distribution ......................................................................................... 8 Figure 5 – CSAH 46 Historical AADT Volume ........................................................................... 10 Figure 6 – Year 2025 Conditions .................................................................................................. 11 Figure 7 – Year 2045 Conditions .................................................................................................. 12 List of Tables Table 1 – Roadway Characteristics................................................................................................. 4 Table 2 – Intersection Characteristics ............................................................................................. 4 Table 3 – Level of Service Criteria ................................................................................................. 5 Table 4 – Existing Traffic Operations Analysis ............................................................................. 5 Table 5 – Trip Generation Estimates – Sundance Lakeville........................................................... 6 Table 6 – Year 2025 Traffic Operations Analysis ........................................................................ 13 Table 7 – Year 2045 Traffic Operations Analysis ........................................................................ 13 Table 8 – Sight Line Analysis ....................................................................................................... 15 Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 1 May 23, 2024 1.0 Introduction Alliant Engineering has completed a traffic impact study for the proposed Sundance Lakeville residential development located in the northwest quadrant of the County State Aid Highway 46 (CSAH 46) & Buck Hill Road intersection in Lakeville, MN (see Figure 1). The main objectives of this study are to evaluate existing traffic operations within the study area, identify potential traffic impacts to the adjacent roadway network due to development generated trips, and recommend improvements to address identified issues. The assumptions, analysis, and study conclusions/recommendations offered for consideration are as follows. 2.0 Existing Conditions The existing conditions were reviewed to establish a baseline for identifying any future impacts associated with the proposed development. The evaluation of existing conditions includes intersection turning movement counts, field observations, and an intersection operations analysis. 2.1 Study Area Intersections In consultation with City of Lakeville staff, the following study intersections were identified: • CSAH 46 (162nd Street W) & Kendale Drive • CSAH 46 & Buck Hill Road 2.2 Data Collection 2.2.1 Traffic Volumes To document existing conditions, weekday turning movement counts were collected at the study intersections by Alliant Engineering in August 2023 over the following time periods: • AM Peak Period: 6:00-9:00 a.m. • PM Peak Period: 4:00-7:00 p.m. The existing peak hour traffic volumes at the study intersections are shown in Figure 2. Collected turning movement counts are included in Appendix A. Previously collected 2017 and 2021 turning movement counts, including applied adjustments to 2021 counts to account for any lingering impacts from the COVID-19 pandemic, were no longer considered as traffic volumes are considered to have normalized throughout the greater Twin Cities area. Project Location Figure 1 ALLIANT Sundance Lakeville TIS COUNTY COUNTY Burnsville Lakeville 46 5 35 Hill Buck Development Proposed COUNTY Existing Conditions Figure 2Sundance Lakeville TIS ALLIANT 46 Development Proposed Buck Hill Rd Kend ale Dr X,XXX 8,300 Dup o n t Ave Kend ale Dr 158th St LEGEND AM (PM) Peak Hour VolumeXX (XX) CSAH 46 Buck Hill Rd Lane Geometry Through/Stop Control Daily Volume* Signalized Control CSAH 46 Kend ale Dr ** approach to allow side-by-side vehicles. **Sufficient width exists on the southbound (14 ) 22 R(1) 1 R (359) 252 T (6) 3 L (13 8 ) 97 R (18 ) 17 T (26 ) 19 L(27) 18 R (358) 290 T (12) 10 L Turning Movement Counts (TMC) from August 2023. *2019 AADT volume - MnDOT Traffic Mapping Application. (98 ) L 59 (37 ) T 13 (32 ) R 12 (127)L 100 (364)T 273 (103)R 67 (24 ) L 44 (0) T 1 (2) R 2 (21)L 8 (355)T 280 (46)R 16 Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 4 May 23, 2024 2.2.2 Roadway/Intersection Characteristics Field observations were completed to identify roadway and intersection characteristics within the study area (i.e., geometry, posted speed limits, and traffic controls), which are summarized in Table 1 and Table 2. Table 1 – Roadway Characteristics Roadway Cross-Section Speed Limit Functional Classification CSAH 46 4-Lane Divided 45 mph Minor Arterial Kendale Drive 2-Lane Undivided 30 mph Local Buck Hill Road 3-Lane Undivided 40 mph Collector Table 2 – Intersection Characteristics Intersection Traffic Control Lane Designations by Approach (1) NB SB EB WB CSAH 46 & Kendale Drive Through/Stop R LTR (2) L/T/T/R L/T/T/R CSAH 46 & Buck Hill Road Traffic Signal L/T/R L/T/R L/T/T/R L/T/T/R (1) L=Left-Turn, T=Through, R=Right-Turn (2) Dakota County plans to restrict Kendale Drive to a three-quarter access, eliminating SB left-turn and through movements 2.2.3 Pedestrian/Bicycle Accommodations Existing pedestrian/bicycle accommodations within the study area were also documented: • Mixed-use trails run along both the north and south sides of CSAH 46 • A sidewalk runs along the west side of Buck Hill Road 2.3 Traffic Operations Analysis An existing conditions traffic operations analysis was completed using Synchro/SimTraffic software to establish a baseline condition to which future traffic operations could be compared. Operations analysis results identify a Level of Service (LOS) which indicates the quality of traffic flow through an intersection. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values presented in Table 3. Intersections are given a ranking from LOS A through LOS F. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow. The LOS D/E threshold for overall intersection operations is often used as the indicator of congestion in an urban area. For side-street stop-controlled intersections, a key measure of operational effectiveness is the side-street LOS. Long delays and poor LOS can occur on side-street approaches even if the overall intersection is functioning well, making side-street LOS a valuable design criterion. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 5 May 23, 2024 Table 3 – Level of Service Criteria After LOS, the second component of the traffic operations analysis is a study of vehicular queuing, or the lineup of vehicles waiting to pass through an intersection. An intersection can operate with an acceptable LOS, but if queues from the intersection block entrances to turn lanes or adjacent driveways, unsafe operating conditions could result. The 95th percentile queue, or the length of queue with only a five percent probability of being exceeded during an analysis period, is considered the standard for design purposes. The existing traffic operations analysis was performed at the study intersections for the volume adjusted a.m. and p.m. peak hours. Results of the existing traffic operations analysis, presented in Table 4, indicate that each study intersection currently operates at overall LOS A during the a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in the field or traffic simulations. Detailed operations and queuing analysis results are presented in Appendix B. Table 4 – Existing Traffic Operations Analysis Description Signalized Intersection Unsignalized Intersection A Free Flow: Low volumes and no delays.0 - 10 0 - 10 B Stable Flow: Speeds restricted by travel conditions, minor delays.> 10 - 20 > 10 - 15 C Stable Flow: Speeds and maneuverability closely controlled due to higher volumes.> 20 - 35 > 15 - 25 D Stable Flow: Speeds considerably affected by change in operating conditions. High density traffic restricts maneuverability, volume near capacity.> 35 - 55 > 25 - 35 E Unstable Flow: Low speeds, considerable delay, volume at or slightly over capacity.> 55 - 80 > 35 - 50 F Forced Flow: Very low speeds, volume exceed capacity, long delays with stop and go traffic.> 80 > 50 Source: Highway Capacity Manual, 6th Edition, Transportation Research Board, Exhibits 19-8, 20-2, 21-8, 22-8. Delay per Vehicle (seconds) Level of Service CSAH 46 & Kendale Drive A /A 1.2 /6.8 A /A 1.2 /9.4 CSAH 46 & Buck Hill Road A /C 7.2 /25.5 A /C 8.3 /21.0 LOS Results: Overall Intersection / Worst Approach Delay Results: Overall Intersection / Worst Intersection AM Peak Hour PM Peak Hour LOS Delay (s)LOS Delay (s) Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 6 May 23, 2024 3.0 Proposed Development The proposed Sundance Lakeville development, shown in Figure 3, is expected to provide nine (9) single-family detached homes and 167 multi-family townhomes in the northwest quadrant of the CSAH 46/Buck Hill Road intersection in Lakeville. In addition, the development will include two single-story retail centers, covering about 26,500 sq. ft. combined, on the south side of the developed area. While the proposed development construction timeframe is currently unknown, a year 2025 completion was assumed for the purpose of this study. Access to the development is proposed at the following locations: • Along Buck Hill Road approximately 250 feet north of CSAH 46 (East Access) o The outbound (eastbound) approach is expected to be stop controlled and consist of a single shared left-turn/right-turn lane • Along Kendale Drive approximately 200 feet north of CSAH 46 (West Access) o The outbound (westbound) approach is expected to be stop controlled and consist of a single shared left-turn/right-turn lane • Along Kendale Drive approximately 500 feet north of CSAH 46 (Single-Family Access) o The outbound (westbound) approach is expected to be stop controlled and consist of a single shared left-turn/right-turn lane 3.1 Trip Generation Trip generation estimates for the proposed Sundance Lakeville development were completed for the weekday a.m. and p.m. peak hours as well as on a daily basis by utilizing the Institute of Transportation Engineers Trip Generation Manual, 10th Edition (ITE TGM). Results of the trip generation estimates, shown in Table 5, indicate the proposed development is expected to generate approximately 136 a.m. peak hour trips, 268 p.m. peak hour trips, and 2,656 daily trips. The distribution of development generated trips, shown in Figure 4, was estimated based on a review of existing traffic volumes/patterns and by engineering judgement. This trip distribution was then applied to the estimated proposed development generated trips in the future conditions analysis years. Table 5 – Trip Generation Estimates – Sundance Lakeville Trips In Trips Out Total Trips Trips In Trips Out Total Trips Single-Family Detached Housing (210)Dwellings 9 2 4 6 5 3 8 86 Multifamily Housing (220)Dwellings 167 16 51 67 54 31 85 1,126 Strip Retail Plaza [<40k sq ft] (822)1000 sq ft.26.5 38 25 63 87 88 175 1,444 56 80 136 146 122 268 2,656 Setting Assumption: General urban/suburban setting (1) Peak hour of the adjacent roadway network Source: Institute of Transportation Engineers Trip Generation Manual, 11th Edition Daily TripsLand Use (ITE Code)Size AM Peak Hour Trips(1)PM Peak Hour Trips(1) Units Total Development Trips Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 9 May 23, 2024 4.0 Future Conditions To determine potential traffic impacts associated with the proposed development, future conditions were evaluated using Synchro/SimTraffic software. The future conditions evaluated in this study were the year 2025 (i.e., one year after assumed development completion) and the year 2045 (20-year horizon). 4.1 Planned Developments and Infrastructure Improvements Planned developments and infrastructure improvements that may influence future traffic volumes within the study area were reviewed. 4.1.1 Planned Developments The Moments memory care senior living facility opened in December of 2018 in the southeast quadrant of the CSAH 46/Buck Hill Road intersection. A second phase of the Moments was expected to open later in year 2021 with 60 new memory care senior living units. Given the updated turning movement counts collected in August 2023 it is assumed that trips related to The Moments Phase II development are included in the analysis. It should be noted that a general background traffic growth rate was applied in the future conditions analysis and is expected to account for any variations in the limited trips added by The Moments Phase II development. No other planned developments within the study area are known at this time. 4.1.2 Planned Infrastructure Improvements The existing configuration of the CSAH 46/Kendale Drive intersection restricts the northbound approach to a three-quarter access preventing northbound left-turn and through movements. This design was intentional, as Dakota County plans to also restrict the northbound approach to a three- quarter access as well, eliminating southbound left-turn and through movements. Once these movements are restricted, motorists destined for CSAH 46 eastbound and/or I-35 will likely utilize the proposed roadway internal to the development site to access CSAH 46 via Buck Hill Road. To account for this change in traffic patterns, volumes associated with the restricted movements were redistributed to the CSAH 46/Buck Hill Road intersection to evaluate 2025 and 2045 conditions. According to information presented in the Lakeville 2040 Comprehensive Plan, no other significant roadway improvements are planned within the study area through the year 2040. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 10 May 23, 2024 4.2 Background Traffic Growth Historical annual average daily traffic (AADT) volumes along CSAH 46 were provided by the Minnesota Department of Transportation (MnDOT) via its online Traffic Mapping Application. The historical AADT data was reviewed to determine growth trends within the study area. The CSAH 46 AADT volume data, shown in Figure 5, indicates a slight growth trend over a 20+ year period. Based on this data, and traffic forecasts in the Lakeville 2040 Comprehensive Plan, a conservative annual growth rate of one percent was applied to existing traffic volumes to provide an estimate of future background traffic growth. The resultant year 2025 conditions and year 2045 conditions, a combination of background traffic volumes, redistributed trips, and trips generated by the proposed development, are shown in Figure 6 and Figure 7, respectively. Figure 5 – CSAH 46 Historical AADT Volume Per Dakota County comments received on May 10th, 2024, historical AADT volumes were once again reviewed and compared to projections from the Dakota County 2040 Transportation Plan which suggests the study segment of CSAH 46 between CSAH 5 to I-35 West Ramp would reach 11,800 AADT in 2040. The most recent draft AADT available – 7,384 in 2023 – supports 2019 AADT volumes which show traffic volumes along CSAH 46 decreasing rather than increasing. When 2040 AADT estimates were developed using the Dakota County Travel Demand Model the 2019 AADT of 8,300 along this segment of CSAH 46 was not utilized – instead the 2016 AADT of 9,000 was included, resulting in a higher projection for 2040. Applying an annual growth rate of one percent, as noted above, is still expected to be a conversative estimate of future traffic volumes which, based on 2019 and 2023 AADTs, is not expected to reach 11,800 per the Dakota County 2040 Transportation Plan. 0 2000 4000 6000 8000 10000 12000 1990 1995 2000 2005 2010 2015 2020 2025 AA D T V o l u m e CSAH 46 AADT Volume Linear (CSAH 46 AADT Volume)Growth Trendline Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 13 May 23, 2024 4.3 Traffic Operations Analysis Future conditions traffic operations analyses were completed using Synchro/SimTraffic software to determine potential traffic impacts associated with the proposed development. 4.3.1 Year 2025 Conditions Results of the year 2025 traffic operations analysis, presented in Table 6, indicate that all study intersections and proposed access locations are expected to operate at overall LOS B during the a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in the traffic simulations. Detailed operations and queuing analysis results are presented in Appendix B. Table 6 – Year 2025 Traffic Operations Analysis 4.3.2 Year 2045 Conditions Results of the year 2045 traffic operations analysis, presented in Table 7, indicate that all study intersections and proposed access locations are expected to operate at overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in the traffic simulations. Detailed operations and queuing analysis results are presented in Appendix B. Table 7 – Year 2045 Traffic Operations Analysis Generally, the proposed development is expected to have minimal impact on study area traffic operations even with the redistributed Kendale Drive southbound volumes. Therefore, no geometric or traffic control improvements are required from an operations perspective. CSAH 46 & Kendale Drive A /A 0.8 /2.7 A /A 1.1 /3.0 CSAH 46 & Buck Hill Road A /C 9.6 /29.0 B /C 10.3 /23.7 Buck Hill Road & East Access A /A 1.9 /3.4 A /A 1.9 /3.8 Kendale Drive & West Access A /A 1.8 /4.2 A /A 1.4 /4.3 Kendale Drive & Single-Family Access A /A 0.3 /4.4 A /A 0.2 /4.1 LOS Results: Overall Intersection / Worst Approach Delay Results: Overall Intersection / Worst Approach Intersection AM Peak Hour PM Peak Hour LOS Delay (s)LOS Delay (s) CSAH 46 & Kendale Drive A /A 0.8 /2.7 A /D 2.0 /28.8 CSAH 46 & Buck Hill Road B /C 10.8 /31.1 B /C 11.4 /24.7 Buck Hill Road & East Access A /A 1.9 /3.6 A /A 2.0 /4.2 Kendale Drive & West Access A /A 1.9 /4.2 A /C 4.0 /19.2 Kendale Drive & Single-Family Access A /A 0.3 /4.7 A /A 0.2 /4.3 LOS Results: Overall Intersection / Worst Approach Intersection AM Peak Hour PM Peak Hour LOS Delay (s)LOS Delay (s) Delay Results: Overall Intersection / Worst Approach Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 14 May 23, 2024 4.4 Additional Considerations Additional considerations related to the proposed development include the following: 4.4.1 Development Site Through Traffic The East Access and West Access of the proposed development will be linked by an east/west roadway running parallel to CSAH 46. In addition to proposed development trips, this new roadway will facilitate southbound Kendale Drive movements restricted by the planned conversion of the CSAH 46/Kendal Drive intersection to a three-quarter access by Dakota County. As a public road rather than a private road, traffic along Buck Hill Road destined for Kendale Drive may also utilize this new roadway but the impact is expected to be negligible. 4.4.2 Residential Neighborhood Through Traffic For access to and from CSAH 5 west of the Sundance Lakeville site, a limited number of motorists associated with the proposed development, particularly those originating from and destined to the Single-Family Access, may choose to route through the adjacent residential neighborhood via Kendale Drive, Dupont Avenue, and 158th Street. However, the narrow, winding, and low-speed nature of these roadways is expected to make this route less attractive than CSAH 46 to the majority of residents associated with the proposed development. Consequently, less than 150 daily trips associated with the proposed Sundance Lakeville development would be expected to utilize the Kendale Drive, Dupont Avenue, and 158th Street residential neighborhood route. 5.0 Site Plan/Access Review A review of the proposed site plan was completed to identify any issues and recommended potential improvements regarding vehicle ingress/egress, internal traffic circulation, and pedestrian/bicycle connectivity. The following key points are offered for consideration: • The proposed East Access along Buck Hill Road is expected to provide approximately 250 feet of effective southbound vehicle storage between the driveway and CSAH 46. This distance is expected to accommodate the southbound forecast 95th percentile peak period queues at the CSAH 46/Buck Hill Road intersection through the year 2045. o Note: 95th percentile queues are defined as the queue length that only has a five- percent probability of being exceeded. Average queues are expected to be much shorter, and typically there is not a need to design turn lanes beyond this metric. • The proposed internal roadways appear to adequately accommodate typical passenger vehicles. However, turning movements should be reviewed to ensure design vehicles such as garbage/recycling trucks have adequate accommodations to negotiate internal roadways. • Establish appropriate traffic control (e.g., through/stop control) at internal roadway intersections to minimize driver confusion and the potential for conflicts. • Sidewalks and/or trails within the proposed development should be extended to meet the existing sidewalk along Buck Hill Road and the existing trail along CSAH 46. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 15 May 23, 2024 5.1 Sight Line Analysis Alliant conducted a sight line analysis for the proposed accesses along both Kendale Drive and Buck Hill Road based on the current site plan and aerial imagery. Approximate sight distances measured for both accesses, looking to the northwest and northeast, are show below in Table 8. Table 8 – Sight Line Analysis Access Distance from Intersection Speed Limit Design Sight Distance Measured Sight Distance Kendale Drive & West Access 200 feet 30 mph 335 feet 310 feet Buck Hill Road & East Access 250 feet 40 mph 445 feet 450 feet All sight distances were conservatively compared to Table 9-7, Design Intersection Sight Distance for Case B1, Left Turn from Stop from the AASHTO Policy on Geometric Design of Highways and Streets, 7th Edition which assumes a passenger car as the design vehicle. • Kendale Drive & West Access: The required intersection sight distance for a 30-mph roadway is 335 feet. Comparing the required distance to the approximate sight distances measured (310 feet), the sight distance to the northwest is not meeting by 25 feet. However, if the curvature of the roadway reduces approaching vehicle speeds to 25 mph the required distance would only be 280 feet and the approximate sight distance would be adequate. Furthermore, the proximity of the West Access to the stop-controlled intersection of CSAH 46/Kendale Drive would also reduce approaching vehicle speeds. • Buck Hill Road & East Access: The required intersection sight distance for a 40 -mph roadway is 445 feet. Comparing the required distance to the approximate sight distances measured, the sight distance to the northeast (450 feet) would be adequate. o The removal of scrub trees along the east side of Buck Hill Road may provide additional visibility for both eastbound motorists and northbound left-turning motorists if sight lines remain a concern. Existing foliage, time of day (sunrise, sunset), seasonal variations, and stop bar placement may impact the actual site distances for stopped vehicles exiting either development access. Despite the Kendale Drive & West Access approximate sight distance being slightly below the required distance neither access is expected to pose a safety risk due to sight lines. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 16 May 23, 2024 6.0 Conclusions and Recommendations The following study conclusions and recommendations are offered for consideration: • Results of the existing traffic operations analysis indicate that all study intersections currently operate at overall LOS A during the a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in the field or traffic simulations. • The proposed Sundance Lakeville development is expected to provide nine (9) single-family detached homes and 167 multi-family townhomes in the northwest quadrant of the CSAH 46/ Buck Hill Road intersection in Lakeville. In addition, the development will include two single- story retail centers, covering about 26,500 sq. ft. combined, on the south side of the developed area. While the proposed development construction timeframe is currently unknown, a year 2025 completion was assumed for the purpose of this study. o The proposed development is expected to generate approximately 136 a.m. peak hour trips, 268 p.m. peak hour trips, and 2,656 daily trips. • Results of the year 2025 traffic operations analysis indicate that all study intersections and proposed access locations are expected to operate at overall LOS B during the a.m. and p.m. peak hours with all study intersections and proposed access locations expected to operate at overall LOS B or better during the year 2045 a.m. and p.m. peak hours. In addition, no significant side-street delay or queuing issues were observed in the traffic simulations. o Generally, the proposed development is expected to have minimal impact on study area traffic operations even with the redistributed Kendale Drive southbound volumes. Therefore, no geometric improvements are required from an operations perspective. • Additional considerations related to the proposed development include the following: o The new east/west roadway will facilitate southbound Kendale Drive movements restricted by the planned conversion of the CSAH 46/Kendal Drive intersection to a three-quarter access by Dakota County. As a public road rather than a private road, traffic along Buck Hill Road destined for Kendale Drive may also utilize this new roadway but the impact is expected to be negligible. o For access to and from CSAH 5 west of the Sundance Lakeville site, a limited number of motorists associated with the proposed development, particularly those originating from and destined to the Single-Family Access, may choose to route through the adjacent residential neighborhood via Kendale Drive, Dupont Avenue, and 158th Street. However, the narrow, winding, and low-speed nature of these roadways is expected to make this route less attractive than CSAH 46 to the majority of residents associated with the proposed development. Consequently, less than 150 daily trips associated with the proposed development would be expected to utilize the Kendale Drive, Dupont Avenue, and 158th Street residential neighborhood route. • A review of the proposed site plan was completed to identify any issues and recommended potential improvements regarding vehicle ingress/egress, internal traffic circulation, and pedestrian/bicycle connectivity and is documented in Section 5.0: Site Plan/Access Review. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 A1 Appendix A – Collected Turning Movement Counts Intersection:Site Code: Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 6:00 -- 12 -- --12 1 --1 26 1 28 -- -- -- -- 1 1 1 -- -- 24 --24 -- 65 2 6:15 -- 7 -- --7 -- -- -- 43 1 44 -- -- -- -- 3 3 -- -- -- 27 2 29 -- 83 -- 6:30 -- 10 -- --10 -- -- -- 60 1 61 -- -- -- -- 6 6 -- -- -- 46 --46 -- 123 -- 6:45 -- 16 -- --16 -- -- -- 64 3 67 -- -- -- -- 3 3 -- 1 -- 52 --53 -- 139 -- Hour Total -- 45 -- --45 1 -- 1 193 6 200 -- -- -- -- 13 13 1 1 -- 149 2 152 -- 410 2 7:00 -- 10 -- --10 -- -- 1 62 1 64 -- -- -- -- 3 3 -- -- -- 37 --37 -- 114 -- 7:15 -- 7 1 1 9 -- -- 2 66 6 74 -- -- 1 -- 3 4 -- -- 1 53 --54 -- 141 -- 7:30 -- 10 -- 1 11 -- -- 1 66 1 68 -- -- -- -- 6 6 1 -- -- 56 --56 -- 141 1 7:45 -- 13 -- --13 -- -- 1 93 6 100 -- -- -- -- 9 9 -- -- 1 70 1 72 -- 194 -- Hour Total -- 40 1 2 43 -- -- 5 287 14 306 -- -- 1 -- 21 22 1 -- 2 216 1 219 -- 590 1 8:00 -- 14 -- --14 -- -- 4 55 3 62 -- -- -- -- 4 4 -- -- 1 67 --68 -- 148 -- 8:15 -- 11 -- --11 1 1 1 57 2 61 -- -- -- -- 2 2 -- -- -- 54 --54 -- 128 1 8:30 -- 8 -- --8 -- -- 1 63 6 70 -- -- -- -- 3 3 1 -- -- 46 --46 -- 127 1 8:45 -- 16 -- --16 -- -- 4 60 5 69 -- -- -- -- 1 1 -- -- -- 41 --41 -- 127 -- Hour Total -- 49 -- --49 1 1 10 235 16 262 -- -- -- -- 10 10 1 -- 1 208 --209 -- 530 2 16:00 -- 5 -- --5 -- -- 2 79 12 93 -- -- -- -- 2 2 -- -- -- 86 --86 -- 186 -- 16:15 -- 9 -- 1 10 -- 1 5 95 18 119 -- -- -- -- 3 3 2 1 2 95 1 99 -- 231 2 16:30 -- 7 -- 1 8 -- -- 5 95 7 107 -- -- -- -- 4 4 -- -- 1 84 --85 -- 204 -- 16:45 -- 3 -- --3 1 -- 6 70 8 84 -- -- -- -- 2 2 -- -- 1 96 --97 -- 186 1 Hour Total -- 24 -- 2 26 1 1 18 339 45 403 -- -- -- -- 11 11 2 1 4 361 1 367 -- 807 3 17:00 -- 5 -- --5 -- -- 5 94 13 112 -- -- -- -- 5 5 1 1 2 79 --82 -- 204 1 17:15 -- 10 1 --11 -- -- 8 82 12 102 -- -- -- -- 1 1 -- -- -- 92 1 93 -- 207 -- 17:30 1 8 -- 1 10 1 1 4 88 14 107 -- -- -- -- 2 2 -- -- -- 78 2 80 -- 199 1 17:45 -- 7 -- --7 1 -- 3 79 5 87 -- -- -- -- 1 1 1 -- 2 68 --70 -- 165 2 Hour Total 1 30 1 1 33 2 1 20 343 44 408 -- -- -- -- 9 9 2 1 4 317 3 325 -- 775 4 18:00 -- 7 -- --7 -- -- 1 53 12 66 -- -- -- -- 5 5 -- -- -- 64 --64 -- 142 -- 18:15 -- 11 1 1 13 -- 1 6 67 9 83 -- -- -- -- 6 6 -- -- -- 60 --60 -- 162 -- 18:30 -- 5 -- --5 -- 1 9 87 7 104 -- -- -- -- 1 1 1 -- -- 58 --58 -- 168 1 18:45 -- 7 -- --7 -- -- 2 50 13 65 -- -- -- -- --0 -- -- 1 48 1 50 -- 122 -- Hour Total 32 318 12 232 228 1897 77 1504 % of App. 0.4% 95.6% 1.3% 2.6%0.3% 3.8% 87.2% 8.8%0.0% 1.3% 0.0% 98.7%0.2% 0.8% 98.5% 0.5% % of Total 0.0% 5.9% 0.1% 0.2% 6.2% 38.5% 0.1% 1.9% 44.6% 4.5% 51.2% 0.0% 0.0% 0.0% 0.0% 2.1% 2.1% 61.5% 0.1% 0.3% 40.0% 0.2% 40.6% 0.0% Cars Total 1 217 3 6 227 5 5 71 1638 165 1879 -- -- -- -- 75 75 6 3 11 1459 8 1481 -- 3662 11 Movement 100% 99.5% 100% 100% 99.6% 45.5% 100% 98.6% 99.0% 99.4% 99.1% 0.0% 0.0% 0.0% 0.0% 98.7% 97.4% 54.5% 100% 91.7% 98.5% 100% 98.5% 0.0% 98.8% Trucks Total -- 1 -- --1 -- -- 1 16 1 18 -- -- 1 -- 1 2 2 -- 1 22 --23 -- 44 2 Trucks % of Movement 0.0% 0.5% 0.0% 0.0% 0.4% 0.0% 0.0% 1.4% 1.0% 0.6% 0.9% 0.0% 0.0% 100% 0.0% 1.3% 2.6% ##### 0.0% 8.3% 1.5% 0.0% 1.5% 0.0% 1.2% All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 360 N/A Page No: 1 of 36:00-9:00, 16:00-19:00 CSAH 46 (162nd St SW) & Kendale Dr 6/3/2021 Int. Ped/ Bike Total Kendale Dr CSAH 46 (162nd St SW)Kendale Dr CSAH 46 (162nd St SW) Int. Veh. Total Intersection:Site Code Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 7:15 -- 7 1 1 9 ---- 2 66 6 74 -- -- 1 -- 3 4 -- -- 1 53 --54 -- 141 -- 7:30 -- 10 -- 1 11 -- -- 1 66 1 68 -- -- -- -- 6 6 1 -- -- 56 --56 -- 141 1 7:45 -- 13 -- --13 -- -- 1 93 6 100 -- -- -- -- 9 9 -- -- 1 70 1 72 -- 194 -- 14 62 4 68 Hour Total -- 44 1 2 47 -- -- 8 280 16 304 -- -- 1 -- 22 23 1 -- 3 246 1 250 -- 624 1 % of App. 0.0% 93.6% 2.1% 4.3%0.0% 2.6% 92.1% 5.3%0.0% 4.3% 0.0% 95.7%0.0% 1.2% 98.4% 0.4% % of Total 0.0% 7.1% 0.2% 0.3% 7.5% 0.0% 0.0% 1.3% 44.9% 2.6% 48.7% 0.0% 0.0% 0.2% 0.0% 3.5% 3.7% ##### 0.0% 0.5% 39.4% 0.2% 40.1% 0.0% Cars Total -- 44 1 2 47 -- -- 8 275 15 298 -- -- -- -- 22 22 1 -- 2 240 1 243 -- 610 1 Movement 0.0% 100% 100% 100% 100% 0.0% 0.0% 100% 98.2% 93.8% 98.0% 0.0% 0.0% 0.0% 0.0% 100% 95.7% ##### 0.0% 66.7% 97.6% 100% 97.2% 0.0% 97.8% Trucks Total -- -- -- --0 -- -- -- 5 1 6 -- -- 1 -- --1 -- -- 1 6 --7 -- 14 -- Trucks % of Movement 0.0% 0.0% 0.0% 0.0% 0.0% -- 0.0% 0.0% 1.8% 6.3% 2.0% -- 0.0% 100% 0.0% 0.0% 4.3% -- 0.0% 33.3% 2.4% 0.0% 2.8% -- 2.2% Total Vehicles:624 0 44 LeftThruRight 2 1 AM Peak Hour Data 3 Pe d s / Bi k e s 0 0 Bikes Le f t T h r u 8 2 8 0 All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 N/A 360 Page No: 2 of 36:00-9:00, 16:00-19:00 6/3/2021 CSAH 46 (162nd St SW) & Kendale Dr Int. Ped/ Bike Total Kendale Dr CSAH 46 (162nd St SW)Kendale Dr CSAH 46 (162nd St SW) Int. Veh. Total Peds/ Bikes 1 16 Ri g h t Pe d s / Bi k e s Thru Right 1 0 Le f t 22 Left Th r u R i g h t 1 2 4 6 Intersection:Site Code Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 16:15 -- 9 -- 1 10 -- 1 5 95 18 119 -- -- -- -- 3 3 2 1 2 95 1 99 -- 231 2 16:30 -- 7 -- 1 8 -- -- 5 95 7 107 -- -- -- -- 4 4 -- -- 1 84 --85 -- 204 -- 16:45 -- 3 -- --3 1 -- 6 70 8 84 -- -- -- -- 2 2 -- -- 1 96 --97 -- 186 1 5 112 5 82 Hour Total -- 24 -- 2 26 1 1 21 354 46 422 -- -- -- -- 14 14 3 2 6 354 1 363 -- 825 4 % of App. 0.0% 92.3% 0.0% 7.7%0.2% 5.0% 83.9% 10.9%0.0% 0.0% 0.0% 100%0.6% 1.7% 97.5% 0.3% % of Total 0.0% 2.9% 0.0% 0.2% 3.2% 25.0% 0.1% 2.5% 42.9% 5.6% 51.2% 0.0% 0.0% 0.0% 0.0% 1.7% 1.7% 75.0% 0.2% 0.7% 42.9% 0.1% #### 0.0% Cars Total -- 24 -- 2 26 1 1 21 351 46 419 -- -- -- -- 13 13 3 2 6 354 1 363 -- 821 4 Movement 0.0% 100% 0.0% 100% 100% 25.0% 100% 100% 99.2% 100% 99.3% 0.0% 0.0% 0.0% 0.0% 92.9% 92.9% 75.0% 100% 100% 100% 100% 100% 0.0% 99.5% Trucks Total -- -- -- --0 -- -- -- 3 --3 -- -- -- -- 1 1 -- -- -- -- --0 -- 4 -- Trucks % of Movement 0.0% 0.0% 0.0% 0.0% 0.0% -- 0.0% 0.0% 0.8% 0.0% 0.7% -- 0.0% 0.0% 0.0% 7.1% 7.1% -- 0.0% 0.0% 0.0% 0.0% 0.0% -- 0.5% Total Vehicles:825 All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 N/A 360 Page No: 3 of 36:00-9:00, 16:00-19:00 6/3/2021 CSAH 46 (162nd St SW) & Kendale Dr CSAH 46 (162nd St SW) Int. Veh. Total Int. Ped/ Bike Total 2 0 24 Kendale Dr CSAH 46 (162nd St SW)Kendale Dr Peds/ Bikes 1 Right Thru Left 46 Ri g h t Pe d s / Bi k e s 0 PM Peak Hour Data 35 4 Th r u Le f t 8 22 Le f t Th r u 35 4 Pe d s / Bi k e s 0 Ri g h t 1 0 0 14 Left Thru Right Bikes 3 Intersection:Site Code: Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 6:00 -- 3 -- 1 4 -- --4 29 3 36 -- -- 1 -- 8 9 -- -- -- 34 2 36 -- 85 -- 6:15 -- 5 -- --5 -- -- 17 42 7 66 -- -- 2 -- 8 10 -- -- 1 35 3 39 1 120 1 6:30 -- 9 4 --13 -- -- 14 63 9 86 -- -- 4 1 17 22 -- -- 1 57 5 63 -- 184 -- 6:45 -- 15 2 1 18 -- -- 18 58 15 91 -- -- 6 2 19 27 -- -- 2 67 4 73 -- 209 -- Hour Total -- 32 6 2 40 -- -- 53 192 34 279 -- -- 13 3 52 68 -- -- 4 193 14 211 1 598 1 7:00 -- 14 4 1 19 -- -- 21 63 11 95 -- -- 1 2 10 13 -- -- 1 48 1 50 -- 177 -- 7:15 -- 9 3 3 15 -- -- 21 69 15 105 -- -- 2 2 21 25 -- -- 2 62 4 68 -- 213 -- 7:30 -- 20 1 2 23 -- 1 19 61 9 90 -- -- 8 4 38 50 1 -- 2 66 4 72 1 235 2 7:45 -- 15 4 2 21 -- -- 22 95 31 148 -- -- 6 6 20 32 -- -- 2 87 4 93 -- 294 -- Hour Total -- 58 12 8 78 -- 1 83 288 66 438 -- -- 17 14 89 120 1 -- 7 263 13 283 1 919 2 8:00 -- 11 7 3 21 -- -- 24 56 9 89 -- -- 4 5 21 30 -- -- 3 78 5 86 -- 226 -- 8:15 -- 13 1 5 19 -- -- 35 57 18 110 -- -- 1 2 18 21 -- -- 3 59 5 67 -- 217 -- 8:30 -- 14 1 5 20 1 1 36 64 14 115 -- -- 3 4 31 38 -- -- -- 50 4 54 1 227 2 8:45 -- 11 1 1 13 -- -- 25 65 19 109 -- -- 7 3 22 32 -- -- 3 54 5 62 -- 216 -- Hour Total -- 49 10 14 73 1 1 120 242 60 423 -- -- 15 14 92 121 -- -- 9 241 19 269 1 886 2 16:00 -- 20 8 9 37 -- -- 26 72 25 123 -- -- 8 3 27 38 -- -- 4 86 7 97 2 295 2 16:15 -- 26 11 10 47 -- 3 30 99 22 154 -- -- 8 2 27 37 -- -- 2 92 7 101 -- 339 -- 16:30 -- 16 10 9 35 -- 1 30 92 23 146 -- -- 8 4 44 56 -- -- 6 85 5 96 -- 333 -- 16:45 -- 30 6 3 39 -- -- 37 76 28 141 -- -- 5 6 28 39 -- -- 3 93 10 106 1 325 1 Hour Total -- 92 35 31 158 -- 4 123 339 98 564 -- -- 29 15 126 170 -- -- 15 356 29 400 3 1292 3 17:00 -- 26 10 10 46 -- 1 30 97 30 158 -- -- 5 6 39 50 -- -- 1 88 5 94 -- 348 -- 17:15 -- 25 9 8 42 -- -- 24 93 40 157 -- -- 8 3 21 32 -- -- 6 91 3 100 -- 331 -- 17:30 -- 28 6 3 37 -- -- 29 96 28 153 -- -- 9 6 33 48 -- -- 5 77 6 88 -- 326 -- 17:45 -- 27 4 11 42 -- 1 24 65 34 124 -- -- 7 7 21 35 -- -- 4 64 6 74 3 275 3 Hour Total -- 106 29 32 167 -- 2 107 351 132 592 -- -- 29 22 114 165 -- -- 16 320 20 356 3 1280 3 18:00 -- 21 4 8 33 -- 1 24 58 40 123 -- -- 2 9 26 37 -- -- 6 67 5 78 -- 271 -- 18:15 -- 24 4 3 31 -- 1 44 75 36 156 -- -- 6 5 16 27 -- -- 11 60 6 77 2 291 2 18:30 -- 24 9 15 48 -- -- 30 82 40 152 -- -- 6 6 22 34 -- -- 10 48 7 65 -- 299 -- 18:45 -- 26 7 10 43 -- 1 31 49 27 108 -- -- 4 3 17 24 -- -- 3 54 1 58 -- 233 -- Hour Total 155 539 122 278 671 2835 766 1797 % of App. 0.0% 64.4% 17.3% 18.3%0.4% 21.7% 59.1% 18.8%0.0% 15.8% 11.9% 72.3%0.0% 4.5% 89.1% 6.3% % of Total 0.0% 7.1% 1.9% 2.0% 11.1% 7.7% 0.2% 10.1% 27.6% 8.8% 46.7% 0.0% 0.0% 2.0% 1.5% 9.1% 12.6% 7.7% 0.0% 1.3% 26.4% 1.9% 29.6% 84.6% Cars Total -- 431 116 123 670 -- 11 613 1657 531 2812 -- -- 121 91 552 764 -- -- 81 1578 114 1773 4 6019 4 Movement 0.0% 99.8% 100% 100% 99.9% 0.0% 100% 99.7% 98.9% 99.6% 99.2% 0.0% 0.0% 100% 100% 99.6% 99.7% 0.0% 0.0% 100% 98.5% 100% 98.7% ##### 99.2% Trucks Total -- 1 -- --1 1 -- 2 19 2 23 -- -- -- -- 2 2 1 -- -- 24 --24 7 50 9 Trucks % of Movement 0.0% 0.2% 0.0% 0.0% 0.1% 11.1% 0.0% 0.3% 1.1% 0.4% 0.8% 0.0% 0.0% 0.0% 0.0% 0.4% 0.3% 11.1% 0.0% 0.0% 1.5% 0.0% 1.3% 77.8% 0.8% Int. Ped/ Bike Total Buck Hill Rd CSAH 46 (162nd St SW)Kenyon Ave CSAH 46 (162nd St SW) Int. Veh. Total All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 361 N/A Page No: 1 of 36:00-9:00, 16:00-19:00 CSAH 46 (162nd St SW) & Buck Hill Rd 8/23/2023 Intersection:Site Code Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 7:30 -- 20 1 2 23 -- 1 19 61 9 90 -- -- 8 4 38 50 1 -- 2 66 4 72 1 235 2 7:45 -- 15 4 2 21 -- -- 22 95 31 148 -- -- 6 6 20 32 -- -- 2 87 4 93 -- 294 -- 8:00 -- 11 7 3 21 -- -- 24 56 9 89 -- -- 4 5 21 30 -- -- 3 78 5 86 -- 226 -- 19 110 21 67 Hour Total -- 59 13 12 84 -- 1 100 269 67 437 -- -- 19 17 97 133 1 -- 10 290 18 318 1 972 2 % of App. 0.0% 70.2% 15.5% 14.3%0.2% 22.9% 61.6% 15.3%0.0% 14.3% 12.8% 72.9%0.0% 3.1% 91.2% 5.7% % of Total 0.0% 6.1% 1.3% 1.2% 8.6% 0.0% 0.1% 10.3% 27.7% 6.9% 45.0% 0.0% 0.0% 2.0% 1.7% 10.0% 13.7% 50.0% 0.0% 1.0% 29.8% 1.9% 32.7% 50.0% Cars Total -- 58 13 12 83 -- 1 100 264 67 432 -- -- 19 17 97 133 -- -- 10 281 18 309 -- 957 -- Movement 0.0% 98.3% 100% 100% 98.8% -- 100% 100% 98.1% 100% 98.9% -- 0.0% 100% 100% 100% 100% -- 0.0% 100% 96.9% 100% 97.2% -- 98.5% Trucks Total -- 1 -- --1 -- -- -- 5 --5 -- -- -- -- --0 1 -- -- 9 --9 1 15 2 Trucks % of Movement 0.0% 1.7% 0.0% 0.0% 1.2% 0.0% 0.0% 0.0% 1.9% 0.0% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 0.0% 0.0% 3.1% 0.0% 2.8% 50.0% 1.5% Total Vehicles:972 Bikes 1 67 Ri g h t Pe d s / Bi k e s Thru Right 19 17 Le f t 97 Left Th r u R i g h t 18 2 9 0 Int. Ped/ Bike Total Buck Hill Rd CSAH 46 (162nd St SW)Kenyon Ave CSAH 46 (162nd St SW) Int. Veh. Total All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 N/A 361 Page No: 2 of 36:00-9:00, 16:00-19:00 8/23/2023 CSAH 46 (162nd St SW) & Buck Hill Rd 10 Pe d s / Bi k e s 0 0 Bikes Le f t T h r u 10 1 2 6 9 1 59 LeftThruRight 12 13 AM Peak Hour Data Intersection:Site Code Date:Ref Pt: Duration: Start Time U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes U- Turn Left Thru Right App. Total Peds/ Bikes 16:15 -- 26 11 10 47 -- 3 30 99 22 154 -- -- 8 2 27 37 -- -- 2 92 7 101 -- 339 -- 16:30 -- 16 10 9 35 -- 1 30 92 23 146 -- -- 8 4 44 56 -- -- 6 85 5 96 -- 333 -- 16:45 -- 30 6 3 39 -- -- 37 76 28 141 -- -- 5 6 28 39 -- -- 3 93 10 106 1 325 1 46 158 50 94 Hour Total -- 98 37 32 167 -- 5 127 364 103 599 -- -- 26 18 138 182 -- -- 12 358 27 397 1 1345 1 % of App. 0.0% 58.7% 22.2% 19.2%0.8% 21.2% 60.8% 17.2%0.0% 14.3% 9.9% 75.8%0.0% 3.0% 90.2% 6.8% % of Total 0.0% 7.3% 2.8% 2.4% 12.4% 0.0% 0.4% 9.4% 27.1% 7.7% 44.5% 0.0% 0.0% 1.9% 1.3% 10.3% 13.5% 0.0% 0.0% 0.9% 26.6% 2.0% #### ##### Cars Total -- 98 37 32 167 -- 5 126 360 103 594 -- -- 26 18 138 182 -- -- 12 357 27 396 1 1339 1 Movement 0.0% 100% 100% 100% 100% 0.0% 100% 99.2% 98.9% 100% 99.2% 0.0% 0.0% 100% 100% 100% 100% 0.0% 0.0% 100% 99.7% 100% #### ##### 99.6% Trucks Total -- -- -- --0 -- -- 1 4 --5 -- -- -- -- --0 -- -- -- 1 --1 -- 6 -- Trucks % of Movement 0.0% 0.0% 0.0% 0.0% 0.0% -- 0.0% 0.8% 1.1% 0.0% 0.8% -- 0.0% 0.0% 0.0% 0.0% 0.0% -- 0.0% 0.0% 0.3% 0.0% 0.3% -- 0.4% Total Vehicles:1345 Left Thru Right Bikes 0 Pe d s / Bi k e s 0 Ri g h t 27 26 18 138 Le f t 12 13 2 Le f t Th r u 35 8 10 3 Ri g h t Pe d s / Bi k e s 1 PM Peak Hour Data 36 4 Th r u 32 37 98 Buck Hill Rd CSAH 46 (162nd St SW)Kenyon Ave Peds/ Bikes 0 Right Thru Left CSAH 46 (162nd St SW) Int. Veh. Total Int. Ped/ Bike Total All Vehicles (Cars & Trucks) Printed ALLIANT ENGINEERING, INC. 733 S Marquette Ave #700, Minneapolis, MN 55402 N/A 361 Page No: 3 of 36:00-9:00, 16:00-19:00 8/23/2023 CSAH 46 (162nd St SW) & Buck Hill Rd Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 B1 Appendix B – Detailed Operations and Queuing Analysis Existing Conditions - AM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.9 0.4 0.5 2.0 0.9 0.7 0.0 0.0 2.6 7.0 6.6 3.5 1.2 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 3 0 0 9 0 0 0 0 29 45 45 8 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 5.2 4.3 0.7 8.2 4.1 2.3 29.1 22.4 3.9 30.8 25.7 2.9 7.2 Movement LOS A A A A A A C C A C C A A Movement 95th Queue (ft) 16 55 9 47 32 13 39 36 48 79 30 25 Approach Delay (sec/veh) Approach LOS Existing Conditions - PM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 2.5 0.4 0.2 2.9 1.2 1.2 0.0 0.0 2.5 10.0 0.0 3.2 1.2 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 9 0 0 25 0 2 0 0 24 35 35 10 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 11.9 7.7 1.3 9.4 4.5 2.2 23.8 22.1 4.3 27.0 20.5 3.7 8.3 Movement LOS B A A A A A C C A C C A A Movement 95th Queue (ft) 24 76 18 68 45 24 50 31 50 101 48 33 Approach Delay (sec/veh) Approach LOS Traffic Signal CSAH 46 & Buck Hill Road 7.4 5.1 9.0 21.0 A A A C Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 4.1 4.6 10.4 25.5 A A B C Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total 2.5 9.4 A A A A Through/Stop CSAH 46 & Kendale Drive 0.4 1.3 Westbound Approach Northbound Approach Southbound Approach Intersection TotalTraffic Control Intersection MOE Eastbound Approach Northbound Approach Southbound Approach Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.4 0.9 2.6 Traffic Control Intersection MOE Eastbound Approach Westbound Approach 6.8 A A A A Year 2025 Conditions - AM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 1.4 0.3 0.6 2.0 0.9 0.6 0.0 0.0 2.4 0.0 0.2 2.8 0.8 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 13 0 0 11 0 0 0 0 31 0 0 29 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 7.0 4.7 0.9 7.2 4.3 2.5 26.1 26.2 3.7 31.8 24.1 2.3 9.6 Movement LOS A A A A A A C C A C C A A Movement 95th Queue (ft) 18 51 13 40 36 20 37 36 43 149 32 17 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 5.6 0.0 3.3 0.0 0.0 0.0 2.4 1.1 0.0 0.0 0.3 0.1 1.9 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 63 0 63 0 0 0 17 17 0 0 0 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.5 0.0 2.6 0.0 0.2 0.1 1.8 0.7 0.0 1.8 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 38 0 38 0 0 0 11 11 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.4 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.3 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 20 0 20 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Year 2025 Conditions - PM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 1.9 0.4 0.3 2.8 1.3 1.8 0.0 0.0 2.2 0.0 0.5 3.3 1.1 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 22 0 0 26 0 0 0 0 26 7 7 31 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 12.9 9.7 1.6 10.8 5.3 3.0 23.6 22.6 4.3 28.6 16.8 3.1 10.3 Movement LOS B A A B A A C C A C B A B Movement 95th Queue (ft) 22 86 18 74 49 42 47 42 51 168 50 29 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 6.8 0.0 3.6 0.0 0.0 0.0 3.0 1.6 0.0 0.0 0.5 0.0 1.9 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 57 0 57 0 0 0 48 48 0 0 0 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.8 0.0 2.8 0.0 0.2 0.1 2.1 0.3 0.0 1.4 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 45 0 45 0 0 0 20 20 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 18 0 18 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Northbound Approach Southbound Approach Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.4 0.9 2.4 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 4.6 4.4 2.7 A A A A Traffic Control Intersection MOE Eastbound Approach 9.9 29.0 A A A C Westbound Approach Intersection Total Through/Stop Buck Hill Road & East Access 3.4 0.0 1.4 Traffic Control Intersection MOE Eastbound Approach Westbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 4.2 0.3 A A A A Traffic Control Intersection MOE Eastbound Approach 0.2 1.7 Northbound Approach Southbound Approach Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & Single-Family Access 0.0 4.4 0.1 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.5 1.4 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach 2.2 Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 9.3 5.7 9.2 Traffic Control Intersection MOE Eastbound Approach Westbound Approach 0.5 Northbound Approach Southbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 0.0 23.7 A A A C 3.0 A A A A Westbound Approach MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 2.2 Intersection Total Through/Stop Buck Hill Road & East Access 3.8 1.9 A A A A Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 4.3 0.2 Traffic Control Intersection Through/Stop Kendale Drive & Single-Family Access 0.0 4.1 0.1 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total Year 2045 Conditions - AM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 1.5 0.3 0.8 1.9 1.0 0.8 0.0 0.0 2.4 0.0 0.4 3.0 0.8 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 15 0 0 11 0 0 0 0 33 0 0 29 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 10.1 5.8 0.9 10.4 4.7 2.9 24.3 23.2 4.2 35.5 17.5 2.6 10.8 Movement LOS B A A B A A C C A D B A B Movement 95th Queue (ft) 22 71 19 70 39 22 40 40 52 166 38 20 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 5.6 0.0 3.4 0.0 0.0 0.0 2.7 1.2 0.0 0.0 0.5 0.0 1.9 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 58 0 58 0 0 0 19 19 0 0 0 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.8 0.0 2.5 0.0 0.3 0.1 2.0 0.2 0.0 1.9 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 41 0 41 0 0 0 17 17 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.7 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.3 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 23 0 23 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Year 2045 Conditions - PM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 3.5 0.4 0.0 3.6 1.4 1.6 0.0 0.0 2.5 0.0 0.5 31.7 2.0 Movement LOS A A A A A A A A A A A D A Movement 95th Queue (ft) 29 0 0 32 0 3 0 0 25 37 37 39 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 12.8 12.0 1.7 14.3 6.3 3.7 21.7 17.5 5.0 30.1 18.7 4.2 11.4 Movement LOS B B A B A A C B A C B A B Movement 95th Queue (ft) 27 111 17 97 56 47 53 44 65 183 63 36 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 8.5 0.0 3.8 0.0 0.0 0.0 3.2 1.7 0.0 0.0 0.5 0.2 2.0 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 59 0 59 0 0 0 48 48 0 0 4 4 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 23.4 0.0 2.5 0.0 0.3 0.2 2.2 0.6 0.0 4.0 Movement LOS A A A C A A A A A A A A A Movement 95th Queue (ft) 0 0 0 57 0 57 0 0 0 23 23 0 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 0.0 0.0 0.0 4.3 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.2 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 20 0 20 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Northbound Approach Southbound Approach Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.4 1.0 2.4 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 5.7 5.4 2.7 A A A A Traffic Control Intersection MOE Eastbound Approach 9.7 31.1 A A A C Westbound Approach Intersection Total Through/Stop Buck Hill Road & East Access 3.6 0.0 1.5 Traffic Control Intersection MOE Eastbound Approach Westbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 4.2 0.5 A A A A Traffic Control Intersection MOE Eastbound Approach 0.2 1.9 Northbound Approach Southbound Approach Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & Single-Family Access 0.0 4.7 0.2 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.6 1.5 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach 2.5 Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 11.3 7.2 8.9 Traffic Control Intersection MOE Eastbound Approach Westbound Approach 0.5 Northbound Approach Southbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 0.0 24.7 B A A C 28.8 A A A D Westbound Approach MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 2.2 Intersection Total Through/Stop Buck Hill Road & East Access 4.2 2.0 A C A A Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 19.2 0.3 Traffic Control Intersection Through/Stop Kendale Drive & Single-Family Access 0.0 4.3 0.1 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA TIMBERLAND PARTNERS, INC. CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On July 18, 2024 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Timberland Partners, Inc. for a conditional use permit to allow multiple family townhome and recreational buildings on a single parcel in the M-1, Mixed Use I- 35 Corridor District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The property is located in Planning District No. 1 of the 2040 Comprehensive Land Use Plan, which guides the property for corridor mixed use, which includes multi-family residential. 2. The property is zoned M-1, Mixed Use I-35 Corridor District. 3. The legal description of the property is: 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The multi-family townhomes and recreation building use of the property is consistent with the 2040 Comprehensive Land Use Plan and District 1 recommendations of the Comprehensive Plan. The proposed use is or will be compatible with present and future land uses of the area. Finding: The multi-family townhomes and recreation building on a single parcel is compatible with existing land uses in the area given compliance with the stipulations listed in the July 12, 2024 planning report. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: Provided compliance with stipulations of the conditional use permit, the multi-family townhomes and recreation building on a single parcel will conform to all performance standards contained in the Zoning Ordinance. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property is within the existing MUSA. The property is served with city sanitary sewer and water. The multi-family townhomes and recreation building will not have a negative impact on the City’s service capacity. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The multi-family townhomes and recreation building use on a single parcel will not overburden the streets serving the property. 5. The planning report dated July 12, 2024 prepared by Frank Dempsey, AICP, Associate Planner is incorporated herein. The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Frank Dempsey, AICP, Associate Planner dated July 12, 2024. BY: __________________________ Jenna Majorowicz, Chair EXHIBIT A Legal Description That part of the West 722.00 feet of the Northeast Quarter of the Northwest Quarter of Section 1, Township 114, Range 21, Dakota County, Minnesota, lying Northerly of Dakota County Right of Way Map no. 145, according to the recorded map thereof, Dakota County, Minnesota except that part lying Westerly, Southwesterly and Westerly of the following described line: Commencing at the Northeast corner of said Northeast Quarter of the Northwest Quarter; thence North 89 degrees 45 minutes 28 seconds West, an assumed bearing along the North line of the Northeast Quarter of the Northwest Quarter of said Section 1, a distance of 1064.56 feet to the point of beginning of the line to be described; thence South 00 degrees 45 minutes 50 seconds West, a distance of 385.50 feet; thence Southeasterly along a non-tangential curve concave to the Southwest, having a radius of 140.00 feet, a included angle of 75 degrees 03 minutes 19 seconds, an arc length of 183.39 feet and a chord bearing of South 36 degrees 12 minutes 31 seconds East; thence South 01 degrees 19 minutes 08 seconds West, tangent to last described curve, a distance of 307.15 feet to the Northerly line of said Dakota County Right of Way Map No. 145 and there terminating. AND That part of the Northeast Quarter of the Northwest Quarter of Section 1, Township 114, Range 21, Dakota County, Minnesota lying Northerly and Northwesterly of Dakota County Right of Way Map No. 145, according to the recorded map thereof, Dakota County, Minnesota, and Easterly of the West 722.00 feet of said Northeast Quarter of the Northwest Quarter, according to the United States Government Survey thereof and situate in Dakota County, Minnesota. City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director July 8, 2024 Sundance Lakeville Second Addition • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Tree Preservation Review • Preliminary Utility Plan Review Timberland Partners, LLC has submitted preliminary plat applications for a development to be known as Sundance Lakeville Second Addition. The proposed subdivision is located north of and adjacent to 162nd Street West (CSAH 46), west of and adjacent to Buck Hill Road, and including and adjacent to Kendale Drive. The parent parcels consist of one metes and bounds parcel (PID No. 220011037020) zoned RM-1, Medium Density Residential District, RST-2-, Single- and Two-Family Residential District, and C-3, General Commercial District. The preliminary plat consists of nine (9) single family lots, thirteen (13) attached townhome lots, and one (1) clubhouse lot within one (1) block, and one (1) outlot on 14.74 acres. The Developer is dedicating 0.50 acres as Kenyon Court right-of-way. The outlots created with the preliminary plat shall have the following use: Outlot A: Stormwater Management Basin; to be deeded to the City (0.22 acres) The proposed development will be completed by: Developer: Timberland Partners, LLC Engineer/Surveyor: Alliant Engineering SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT JJUULLYY 88,, 22002244 PPAAGGEE 22 OOFF 66 SSIITTEE CCOONNDDIITTIIOONNSS The Sundance Lakeville Second Addition site consists of undeveloped agricultural land and wooded areas generally draining north to south. There are two barns and a property access on the south end of the site. There is an overhead utility line on the north end of the site. There are no existing easements on the parent parcel that will be vacated with the preliminary plat. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 162nd Street West (CSAH 46) Sundance Lakeville Second Addition is located north of and adjacent to 162nd Street West, a minor arterial roadway, as identified in the City’s Transportation Plan. 162nd Street West is constructed as a four-lane divided urban roadway adjacent to the preliminary plat. The existing right-of-way is a total of 150-ft as shown on the preliminary plat. No additional right- of-way is required. Site access shall be modified at the intersection of Kendale Drive and 162nd Street West in accordance with the requirements set forth by the Dakota County Plat Commission. Buck Hill Road Sundance Lakeville Second Addition is located west of and adjacent to Buck Hill Road, a local roadway. Access for the development is proposed at Buck Hill Road. Buck Hill Road is designated as a 60-foot-wide urban road with a sidewalk along one side, within a varying width right-of-way. The Developer shall construct improvements along Buck Hill Road as determined with the first phase final plat. Kendale Drive Sundance Lakeville Second Addition is located adjacent to and including Kendale Drive, a local roadway. Kendale Drive is designated as a 32-foot-wide rural roadway. The Developer shall improve Kendale Drive as an urban roadway section on the east side. Kendale Drive was dedicated 60-feet of right-of-way to the City with the Sundance Lakeville final plat. The Sundance Lakeville Second Addition final plat shall show Outlot A, Sundance Lakeville as right-of-way dedicated to the City. Site access shall be modified at the intersection of Kendale Drive and 162nd Street West in accordance with the requirements set forth by the Dakota County Plat Commission. Kenyon Avenue Development of Sundance Lakeville Second Addition includes the construction of Kenyon Court, a local roadway. Kenyon Court is designed as a 32-foot-wide urban roadway terminating in a cul-de-sac. The Developer is dedicating the necessary right-of-way. SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT JJUULLYY 88,, 22002244 PPAAGGEE 33 OOFF 66 Private Drives Development of Sundance Lakeville Second Addition includes the construction of a privately owned and maintained roadway network providing driveway access to the attached townhome units. The private roadway network is designed as 24-foot-wide urban roadway, with the exception of a 32-foot-wide urban roadway connecting Buck Hill Road and Kendale Drive. The Developer shall dedicate a drainage and utility easement over the private roadway. The City shall not be responsible for any repairs (including cost) to the private roadway due to maintenance within the easement area. Construction traffic access and egress for grading, utility and street construction will be determined with each phase of construction. Development of Sundance Lakeville Second Addition includes the construction of public sidewalks. Five-foot-wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of Kendale Drive from 162nd Street West to Dupont Avenue. The Developer will be credited for sidewalk installed between the western plat boundary and Dupont Avenue. The City’s Parks, Trails and Open Space Plan does not designate a future neighborhood park within Sundance Residential. The Park Dedication requirement has not been collected on the parent parcels and shall be satisfied through a cash contribution with the final plat. Only area outside of wetlands, wetland buffers and stormwater basins is to be credited or compensated for park dedication purposes. Sundance Lakeville Second Addition is located within subdistricts CL-41200 of the Crystal Lake sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through sanitary sewer to the northern trunk monitored by meter M630 and continue to the Seneca Wastewater Treatment Facility. Sundance Lakeville Second Addition includes the extension of public sanitary sewer. 8-inch sanitary sewer will be extended from Kendale Drive through Kenyon Court. City sanitary sewer lift station No. 26 is under construction in conjunction with Sundance Residential. The Developer shall pay a cash fee for construction of sanitary sewer lift station No. 26. The fee shall be calculated based on the development impact to the overall sanitary flow to the lift station. SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT JJUULLYY 88,, 22002244 PPAAGGEE 44 OOFF 66 The Sanitary Sewer Availability Charge has not been collected on the parent parcels and will be required with the final plat. The fee will be based on the current rate in effect at the time of final plat approval. Development of Sundance Lakeville Second Addition includes the extension of public watermain. 8-inch watermain will be extended within the subdivision from 8-inch watermain extended onto a private drive constructed with the Sundance Lakeville development. The 8- inch watermain extends to the subdivision from Buck Hill Road. 8-inch watermain shall be extended along Kendale Drive from 162nd Street West to Dupont Avenue. The 8-inch watermain installed along Kendale Drive shall extend through Kenyon Court to the northern terminus of the cul-de-sac. The Developer will be credited for watermain installed between the western plat boundary and Dupont Avenue. The City’s Comprehensive Water Plan does not identify any trunk watermain improvements within the proposed plat. An overhead electric transmission line and poles are located along the north side of the parent parcel. The transmission line is a high voltage line and is therefore not required to be buried, consistent with the City’s Public Ways and Property Ordinance. Sundance Lakeville Second Addition is located within subdistricts CL-007, CL-009, and CL-010 of the Crystal Lake stormwater district, as identified in the City’s Water Resources Management Plan. Development of Sundance Lakeville Second Addition includes the construction of one publicly owned and maintained stormwater management basin and three privately-owned and maintained stormwater management basins to collect and treat the stormwater runoff generated from the site. Three of the basins will ultimately outlet to the storm sewer along Kendale Drive to the west. One basin will outlet to the storm sewer along 162nd Street West to the south. The Developer shall enter into a maintenance agreement and grant an easement to the City over the private stormwater improvements. The public stormwater management basin will be located within Outlot A which will be deeded to the City with the final plat. The stormwater management design is consistent with City ordinance requirements. The temporary basin constructed with Sundance Lakeville shall be removed and restored in accordance with the National Pollution Discharge Elimination System General Stormwater Permit requirements. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT JJUULLYY 88,, 22002244 PPAAGGEE 55 OOFF 66 placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Sundance Lakeville Second Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. Development of Sundance Lakeville Second Addition includes the construction of public and private sewer systems. Public storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basin located within Outlot A. Draintile construction is required in areas of non-granular soils within Sundance Lakeville Second Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcels and must be collected with the Sundance Residential final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. Sundance Lakeville Second Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. A wetland delineation was completed and reviewed by City Staff. No wetlands were identified on the site. A tree preservation plan was submitted by the developer for the entirety of the Sundance subdivision. There are 783 significant trees located within the preliminary plat boundaries. The tree preservation plan proposes to save 643 of the significant trees on site. A tree preservation plan for Sundance Lakeville Second Addition shall be submitted prior to SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY PPLLAATT JJUULLYY 88,, 22002244 PPAAGGEE 66 OOFF 66 issuance of a city grading permit. Significant trees, as identified in the Lakeville Subdivision Ordinance, shall be protected and preserved through termination of all grading and construction activities. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction must be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. Engineering recommends approval of the preliminary plat, grading and erosion control plan, tree preservation, and utility plan for Sundance Lakeville Second Addition, subject to the requirements and stipulations within this report.