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HomeMy WebLinkAboutItem 05b - Sundance Lakeville1 City of Lakeville Community Development Dept Memorandum To: Planning Commission Frank Dempsey, AICP, Associate Planner June 14, 2024 Packet Material for the June 20, 2024 Planning Commission Meeting : Preliminary and final plat of two lots and two outlots to be known as Sundance Lakeville August 23, 2024 Mark A. Davis, Davis HRE representatives have submitted preliminary plat and final plat applications and plans for Sundance Lakeville, which proposes two commercial lots totaling 3.0 acres to include the construction of two single story medical clinic buildings north of 162nd Street (CSAH 46) and west of Buck Hill Road. Davis HRE recently completed construction of the 100,000 square foot, 60 foot tall four-story medical clinic building located in Timbercrest at Lakeville north of 185th Street (CSAH 60) and west of Orchard Trail. The 18.75 acre property had been agricultural property until approximately year 2000 after which time the property had been an aggregate mining operation for approximately five years. The proposed Sundance Lakeville medical buildings represent the first phase development proposed at this location on 18.75 acres. The second phase is proposed to include the development of 167 rental townhome units and nine single family homes north of the proposed medical clinic site. The preliminary and final plat plans have been submitted to: 1. The Engineering Division 2. The Parks and Recreation Department 3. Dakota County Plat Commission 2 The following exhibits are attached for your information: A. Location and Zoning Map B. Aerial Photo C. Property Survey D. Preliminary Plat E. Final Plat F. Site Plan G. Grading Plan and Erosion H. Utility Plans I. Tree Preservation Plan and Tree Inventory J. Landscaping Plan K. Building Exterior, Floor Plan, Wall Elevations, and Signage Plan L. Exterior Lighting Plans M. September 29, 2023 Traffic Study N. Dakota County Plat Commission letter dated April 10, 2024 The subject property on which the medical buildings will be located is zoned C-3, General Commercial District. The remaining property north of proposed Lot 1, Block 1 is zoned M-1, Mixed Use I-35 Corridor District and guided for high density residential use by the 2040 Comprehensive Land Use Plan as amended November 20, 2023. The proposed medical building project is surrounded by the following land uses: 162nd Street (CSAH 46) and 162nd Street Right of Way and C-3, General and I-35 Right of Way of-Way Undeveloped Residential Property Residential Two Family The Planning Commission held a public hearing on October 19, 2023 to consider the request to amend the 2040 Comprehensive Land Use Plan for 14 acres of the 18.75 acre property from Commercial and Medium Density Residential to High Density Residential and low to medium 3 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. The City Council approved these measures at its November 23, 2023 meeting. Following the change in planned land use and rezoning, 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. Consideration of the preliminary and final plat approval for 167 units of high-density residential townhomes and nine single family homes are under review by the Community Development Department and will be scheduled for public hearing in the coming weeks. The subject metes and bounds described property is 18.75 acres. Proposed Lot 1, Block 1, Sundance Lakeville proposes two-single-story medical clinic buildings and on-site parking. 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 commercial therefore, the proposed commercial use is consistent with the 2040 Comprehensive Land Use Plan. The proposed Sundance Lakeville preliminary and final plat meets the recommended goals and objectives outlined in Planning District No. 1 of the 2040 Comprehensive Plan. The proposed lot exceeds the minimum lot area and lot width requirements of the C-3, General Commercial District. Outlot A will total 0.22 acres and will be set aside as future street right-of-way or developable area when the property west of Kendale Drive develops. Outlot A will be deeded to the City for future Kendale Avenue right-of-way. Outlot B will total 14.74 acres and will be retained by the developer for future high-density townhomes. Sundance Lakeville abuts 162nd Street (CSAH 46) and will have a shared private drive access at Buck Hill Road. The private drive 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. 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 partly as rural section road in 2001 as part of the Streefland Addition development to the west. Kendale Drive was constructed within an easement acquired from the abutting property owner in 1995. The 80-foot-wide roadway easement is suitable for the commercial and high-density development planned for the 18.75 acre property that includes the medical clinic property and 14 acre high density residential zoned property to the north. Kendale Drive to the west is 60 feet wide for low density residential development. Kendale Avenue will be platted as right-of-way and developed as an urban (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 September 29, 2023 to determine the conditions of existing 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 commercial and residential developments, future low-medium density residential to the west, and the existing neighborhoods utilizing Kendale Drive will and Buck Hill Road will operate under a high grade (A & B) 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. Grading and utility plans have been submitted with the Sundance Lakeville 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 5 Cafferty, Environmental Resources Manager, dated June 4, 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 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 acre. There are no wetlands associated with the Sundance Lakeville preliminary and final plat property. The tree preservation plan identifies 738 significant trees on site. The tree preservation plan for the commercial portion of the development proposes to save 643 trees. 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 will be privately funded by the developer. The site development plan proposes construction of two commercial medical office buildings. The phase one building is 13,929 square feet. The phase two building is 12,076 square feet. A Sewer Access Charge determination for each building will be required from Metropolitan Council Environmental Services prior to issuance of a building permit. The building setback requirements of the underlying C-3, General Commercial District zoning are being met with the proposed site plans for Lots 1 and 2, Block 1 as follows: nd The 13,929 square foot phase one building requires 63 parking spaces as a commercial building in the C-3 District. Eighty-eight (88) parking spaces are identified for the phase one building. The 12,076 square foot phase two building requires 54 parking spaces. The two buildings will have a shared parking agreement to allow parking over both lots. Both individual buildings comply with minimum parking stall requirements. The number of required parking spaces is calculated as follows: 6 Phase One Building – 13,929 square feet (minus 10% floor area credit) /200 = 63 spaces To Be Constructed = 73 spaces Phase Two Building – 12,076 sf (minus 10% floor area credit) / 200 = 54 spaces To Be Constructed = 57 spaces All drive aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 18-20 feet in length. Access to the properties will initially be from a publicly accessible private street ingress and egress at Buck Hill Road. The private street will eventually provide public access between Buck Hill Road and Kendale Drive. An ingress and egress easement allowing public access use of the private street is required and the signed easement shall be submitted prior to release of the final plat for recording with Dakota County. The landscape plan proposes 103 overstory and evergreen trees and shrubs as noted in the table below: All landscaped areas within and adjacent to the parking lot shall be irrigated in compliance with Zoning Ordinance requirements. Evergreen trees shall be a minimum of six 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. Zoning Ordinance 11-19 requires all open off-street parking shall have a perimeter continuous concrete curb around the entire parking lot abutting public right-of-way. All areas not planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. The landscape plan shall be amended to identify minimum shrub heights in accordance with Zoning Ordinance requirements, not container size as shown. The site plan and landscape plan shall be amended prior to City Council consideration of the preliminary and final plat. 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. The maximum building height for commercial buildings is three stories or 35 feet, whichever is less. The proposed buildings will be single story and 21 feet in height at the top of the parapet wall. A three-foot-tall roof-top mechanical unit screening structures will be located on each roof. Both buildings will be constructed of brick, stone, and glass. The building exterior materials comply with Zoning Ordinance requirements for commercial buildings. An exterior lighting plan has been submitted and reviewed by staff for compliance with Zoning Ordinance requirements. All site and building wall-pack lighting fixtures are 7 proposed as LED, downcast and cut-off light throw fixtures as required by the Zoning Ordinance. A photometric plan has been submitted indicating not more than one foot-candle-light intensity at all property lines. A trash enclosure is proposed to be located west of the building near the parking lot entrance of the shared driveway. The enclosure shall be constructed of materials consistent with the principal building and shall include a durable, maintenance free gate. A 150 square foot monument sign is proposed to identify both buildings. Each building will be allocated wall signage in accordance with Zoning Ordinance requirements. The east building will be allowed two wall signs as a corner lot. A sign permit shall be issued by the Community Development Department prior to the installation of signs. Community Development Department staff recommends approval of the preliminary and final plat of Sundance Lakeville, subject to the following stipulations: 1. Implementation of the recommendations listed in the June 4, 2024 engineering report. 2. The site and buildings shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 3. Park dedication must be paid at the time of final plat approval. 4. All landscaped areas adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in street right-of-way and shall comply with minimum size requirements. 5. The developer shall submit a financial security to guarantee installation of the approved landscaping at the time of final plat approval. 6. All signs shall comply with the Zoning Ordinance requirements for the C-3 District. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 7. Snow storage shall not take place in required parking spaces. 8. 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. 9. The trash enclosures shall be constructed of materials consistent with the principal building and shall include a durable, maintenance free gate. 10. An easement allowing shared public access over the private drive shall be submitted prior to final plat approval. 8 11. The two buildings will have a shared parking agreement to allow parking over both lots. The shared parking agreement shall be submitted prior to final plat recording. 12. Prior to City Council consideration of the preliminary plat, the landscape plan shall be amended to include parking lot screening along the south boundary of the parking lot and shrub sizes shall be amended to comply with minimum size requirements in compliance with Zoning Ordinance requirements. EXHIBIT B CITY OF BURNSVILLE COUNTY ROAD 46 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 " 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 ) 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 DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 (P U B L I C ) PAR C E L A PAR C E L B Δ Δ DOC. NO. 1198129 1"=60' 01/31/2020 DBO JDT FIELD CREW DRAWN BY SCALE DATE ISSUED JOB NO. CHECKED BY 19-0190 LAKEVILLE, MN LAKEVILLE SITE AT PG,DA 733 Marquette Ave, Ste 700 Minneapolis, MN 55402 612.758.3080 612.758.3099 www.alliant-inc.com MAIN FAX ALTA/NSPS LAND TITLE SURVEY CR 46 & I 35 LEGEND NO ASSIGNED ADDRESS SHEET 3 OF 3 SHEETS EXHIBIT C R=410.00 L=265.91 Δ=37°09'37" C.Br g=S22°11'39"W C=261.28 R=4 6 81.6 6 L=87 .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 C=170.56 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=390.00 L=16.13 Δ=2°22'13" C.Brg=S41°57'34"W C=16.13 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 DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 4 5 1 OUTLOT B OU T L O T A KE N D A L E D R I V E N0 1 ° 3 0 ' 0 1 " E 2 8 7 . 2 8 N0 1 ° 3 0 ' 0 1 " E 1 9 7 . 3 4 N02°39'36"W 72.72 N08°29'31"W 19.15 68.60 218.31 20.52 R=211.45L=232.22 Δ=62°55'31" C.Brg=N33°21'20"W C=220.73 R=271.45L=326.69 Δ=68°57'24"C.Brg=N35°58'23"W C=307.33 26 . 4 0 64 . 4 5 N0 0 ° 0 0 ' 0 0 " E 1 7 2 . 7 5 L=164.60 Δ=23°00'12" 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.Brg=N78°58'29"WC=158.35 L=101.31Δ=14°09'25" R=99.04 L=73.58 Δ=42°34'12" C.Brg=N59°42'39"E C=71.90 141.21 79.60105.41 2 S0 1 ° 1 9 ' 0 8 " W 1 0 3 . 8 9 N88°40'52"W 76.00 S0 1 ° 1 9 ' 0 8 " W 1 7 6 . 3 3 BLOCK 1 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 5 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: LEGAL DESCRIPTION: EXHIBIT D R=410.00 L=265.91 Δ=37°09'37" C .Br g=S22°11'39"W C=261.28 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 C=170.56 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=390.00 L=16.13 Δ=2°22'13" C.Brg=S41°57'34"W C=16.13 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 DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO.145 DA K O T A C O U N T Y R O A D R I G H T O F W A Y M A P N O . 1 4 5 1 OUTLOT B OUTLOT A KE N D A L E D R I V E N0 1 ° 3 0 ' 0 1 " E 2 8 7 . 2 8 N0 1 ° 3 0 ' 0 1 " E 1 9 7 . 3 4 N02°39'36"W 72.72 N08°29'31"W 19.15 68.60 218.31 20.52 R=211.45L=232.22 Δ=62°55'31" C.Brg=N33°21'20"W C=220.73 R=271.45L=326.69 Δ=68°57'24"C.Brg=N35°58'23"W C=307.33 26 . 4 0 64 . 4 5 N89°45'28"W 1568.22 N0 0 ° 0 0 ' 0 0 " E 1 7 2 . 7 5 L=164.60 Δ=23°00'12" R=170.00L=153.02 Δ=51°34'27"N90°00'00"E 185.01 R=414.00L=159.33Δ=22°03'01"C.Brg=N78°58'29"WC=158.35 L=101.31Δ=14°09'25" R=99.04 L=73.58 Δ=42°34'12" C.Brg=N59°42'39"E C=71.90 141.21 79.60105.41 2 S0 1 ° 1 9 ' 0 8 " W 1 0 3 . 8 9 N88°40'52"W 76.00 S0 1 ° 1 9 ' 0 8 " W 1 7 6 . 3 3 BLOCK 1 SUNDANCE LAKEVILLE EXHIBIT E 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 ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE 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 Office 102 Work Room 103 Mech 104 Womens105 Mens 106 Yoga108 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 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 STORMWATER POND STORMWATER POND STORMWATER POND BUILDING 3 16-UNITS BUILDING 5 16-UNITS CLUBHOUSE BUILDING 1 12-UNITS OUTLOT A TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S I T E P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 2 : 3 2 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA AREA SITE PLAN C2-1 N SCALE IN FEET 0 40 80 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FUTURE DEVELOPMENT (BY OTHERS) PROJECT SITE EXHIBIT F1 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (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 TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 ADA PARKING SIGN-TYP. (SEE DETAIL) ADA PARKING SIGN-TYP. (SEE DETAIL) PROPOSED PROPERTY LINE CONCRETE PAVEMENT PATIO-TYP (SEE DETAIL) CONCRETE SIDEWALK-TYP. (SEE DETAIL)10' CURB TRANSITION TRASH ENCLOSURE (SEE ARCHITECTURAL) CONCRETE PAVEMENT -TYP (SEE DETAIL) TRASH ENCLOSURE (SEE ARCHITECTURAL) CONCRETE SIDEWALK-TYP. (SEE DETAIL) CONCRETE TIRESTOP (SEE DETAIL) B612 CURB/GUTTER-TYP (SEE DETAIL) FLAT CURB AND GUTTER -TYP.(SEE DETAIL) FLAT CURB/GUTTER (SEE DETAIL) FLAT CURB/GUTTER (SEE DETAIL) B612 CONCRETE CURB AND GUTTER -TYP.(SEE DETAIL) 20.0' 9.0'' TYP. 9.0' 20.0' 9.0' 20.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 10' CURB TRANSITION FROM FLAT TO B612 -TYP. (SEE DETAIL) ADA PARKING SIGN-TYP. (SEE DETAIL) 10' CURB TRANSITION 4' CURB TRANSITION 10' CURB TRANSITION FROM FLAT TO B612 -TYP. (SEE DETAIL) 10' CURB TRANSITION FROM FLAT TO B612 -TYP. (SEE DETAIL) 4' CURB TRANSITION ADA PARKING SIGN-TYP. (SEE DETAIL) 10' CURB TRANSITION R3.0' R7.0' R7.0' R3.0' R7.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0' R20.0' R30.0' R3.0' R7.0' ADA PARKING STALL STRIPING-TYP. (SEE DETAIL) 6.0' 6.0' 6.0' 6.0' 6.0' 11.0' 20.0' FLAT CURB (SEE DETAIL) TIRE STOP-TYP (SEE DETAIL) FLAT CURB (SEE DETAIL) 4' CURB TRANSITION 15.0' 30.0' 15.0' 30.0' TIRE STOP-TYP (SEE DETAIL) 20.0' 20.0' 20.0' 20.0' 20.0' 9.0' 9.0' 9.0' 9.0' 9.0' R7.0' R15.0' R15.0' R398.0' R430.0' 32.0' 32.0' R7.0' R3.0' R3.0R7.0 R7.0 R3.0 R3.0R7.0 R7.0 R3.0 R7.0 R3.0 R3.0 R7.0 R7.0R3.0 R7.0R3.0 R7.0R3.0 R7.0 5.0 10.0 30.0 15.0 HC RAMP (SEE DETAIL) HC RAMP (SEE DETAIL) CONCRETE APRON (SEE DETAIL) 5.0 10.0 B618 CURB/GUTTER W/IN PRIVATE DRIVE ONLY (SEE DETAIL) B618 CURB/GUTTER W/IN PRIVATE DRIVE ONLY (SEE DETAIL) FUTURE DEVELOPMENT (BY OTHERS) FUTURE DEVELOPMENT (BY OTHERS) STOP SIGN STOP SIGN CONCRETE PAD FOR TRANSFORMER (SEE ELECTRICAL) CONCRETE PAD FOR TRANSFORMER (SEE ELECTRICAL) MONUMENT SIGN (SEE ARCH) MONUMENT SIGN (SEE ARCH) CAR CHARGING STATION (2 CARS)CAR CHARGING STATION (2 CARS) ADA PARKING SIGN-TYP. (SEE DETAIL) CONCRETE APRON (SEE DETAIL)PROPOSED PROPERTY LINE 5.0 5.0 20' CURB TAPER LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S I T E P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 2 : 3 2 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA SITE PLAN C2-2 N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DENOTES CONCRETE PAVEMENT DENOTES CITY BITUMINOUS SECTION DENOTES BITUMINOUS PAVEMENT PAVEMENT LEGEND PROPERTY AREA:180,871 SF ACRES (DISTURBED AREA) EXISTING IMPERVIOUS AREA:5,278 SF (2.9%) EXISTING PERVIOUS AREA:175,593 SF (97.1%) PROPERTY AREA:180,871 SF ACRES (DISTURBED AREA) PROPOSED IMPERVIOUS AREA:94,804 SF (52.4%) PROPOSED PERVIOUS AREA:86,067 SF (47.6%) 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. SEE ARCHITECTURAL ALTERNATE #10 FOR SITE CONCRETE SEAL COATING. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 19' WITH A 24' WIDE TWO WAY DRIVE OR 9'X18' WITH CURB OVERHANG 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE LIGHTING PLAN SL-1 FOR SITE LIGHTING AND STRUCTURAL 10/S301 FOR LIGHT POLE BASES. 9.ALL SIGN POSTS TO BE 2" x 2" SQUARE POSTS PAINTED DARK GREY OR GALVANIZED. 10.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612 OR FLUSH CURB) TO BE A MAXIMUM OF 1 4" WITH TYPICAL PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS. 11. ALL DRIVE LANES TO BE HEAVY-DUTY BITUMINOUS PAVEMENT AND PARKING STALLS TO BE STANDARD DUTY BITUMINOUS. SEE DETAIL ON C8-2. 12.REFER TO THE GRADING PLAN FOR LOCATIONS OF STORM SEWER. TIP OUT/TIP IN CURB TO BE USED TO ALLOW FOR POSITIVE DRAINAGE TO THE CATCH BASINS. OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE SURFACE PARKING:12 STALLS REQUIRED ACCESSIBLE PARKING: 5 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 101 TO 150 STALLS ACCESSIBLE PARKING CITY PARKING REQUIREMENT: GROSS BUILDING MINUS 10%, THEN ONE STALL PER 200 SF (26,005 - 2,600.5=23,404.5)...........(23,404.5/200=117.02 STALLS) 117 TOTAL STALLS REQUIRED 130 TOTAL PARKING STALLS PROPOSED (RATIO PROPOSED=5.00 STALLS PER 1,000 SF) PHASE 1 - PROPOSED STANDARD STALLS = 51 STALLS PHASE 1 - HANDICAP PARKING STALLS = 6 STALLS PHASE 2 - PROPOSED STANDARD STALLS = 67 STALLS PHASE 2 - HANDICAP PARKING STALLS = 6 STALLS TOTAL STALLS = 130 STALLS SITE NOTES SITE DATA DENOTES HEAVY DUTY CONCRETE PAVEMENT PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAINSTORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN    PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING  DIRECTION OF FLOW 1.0% 972.5 EXHIBIT F2 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) 1005.75 1006.00 1006.00 1006.31 1005.66 1005.97 1006.55 1006.611006.57 1008.25 1008.28 1008.30 1008.30 1008.30 1008.13 1008.10 1008.10 1008.30 1008.30 1008.08 1008.08 1008.29 1007.28 1006.54 1007.36 1007.06 1007.06 1007.40 1007.30 1007.10 1007.06 1007.06 1007.10 1007.30 1007.301007.05 1007.06 1007.39 1007.04 1007.30 1007.04 1007.30 1006.30 1005.96 1005.79 1005.41 1005.511006.51 1006.26 1006.20 1005.86 1005.61 1006.55 1006.80 1007.02 1006.58 1008.00 1008.00 1007.70 1007.70 1007.701007.70 1007.701007.70 1007.70 1007.06 1008.30 1009.30 1008.801008.80 1008.80 1009.30 1008.50 1009.00 1008.80 1009.00 1007.40 1007.491007.86 1007.86 1007.57 1007.73 1007.57 1007.73 1006.13 1006.27 1006.57 1006.691006.49 1006.82 1006.04 1006.10 1006.25 1006.511006.12 1007.49 1007.90 1007.99 1007.86 1007.73 1007.57 1006.37 1006.60 1006.53 1006.37 1006.73 1007.70 1007.57 1007.73 1007.57 1007.73 1007.02 1007.30 1007.31 1007.06 1006.60 1007.00 1007.11 1007.06 1006.37 1006.25 1008.10 1006.65 1007.70 1006.49 1006.12 1006.10 1006.20 1006.68 2.3% 3.0% 1. 2 % 2. 3 % 1. 7 % 1. 9 % 2. 1 % 2. 6 % 1. 8 % 2.1% 1.3% 2.7% 1.8% 1.8% 2.1% 1.7% 1.2% 1.2% 1.6% 2.0% 1.0% 1.5% 1.4% 1.0% 1. 9 % 1. 5 % 1. 0 % 1. 9 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1. 3 % 1.0% 0.9% 0.9% 1.2% 7:1 8:1 3:1 3: 1 4: 1 6:1 5:1 4: 1 1. 4 % 1. 5 % 1. 5 % 1. 5 % 1.1% 1. 9 % 1. 8 % 1.5% 2.5% 2. 0 % 2. 0 % 8:1      1003.16 0+00 1+00 2+003+003+33.01                     1004.02 1004.27 1006 1007 1000 1001 1002 1003 10 0 5 10 0 2 10 0 3 10 0 4 1006 100 7 100 7 10 0 7 10 0 7 10 0 7 10 0 7 10 0 8 10 0 8 10 0 8 10 0 8 10 0 7 100 8 1009 1009 1007 1008 1005 1004 100 6 10 0 6 10 0 5 10 0 3 10 0 4 10 0 5 10 0 6 10 0 7 1005 1001 1002 1003 1004 1006 1007 1005 10021003 1004 1006 1007 1006 1007 1008 1008 10 0 8 10 0 0 99 9 100 5 100 6 10 0 2 10 0 3 10 0 4 10 0 6 100 6 99 8 997.75 997.54 997.32 997.12 997.51 997.49 997.67 997.80 BR E A K L I N E BREAK L I N E BR E A K BR E A K L I N E BR E A K L I N E BREAK LINE BREAK LINE 4. 3 %    99 3 99 510 0 0 10 0 5 10 0 9 993 995 1000 1002 1000 993 99 5 10 0 0 100 2 10 0 2 993 995 1000 1005 1010 99 3 99 5 10 0 0 10 0 2 1014 1010 100 5 101 1 1007 1008 1009 1007 1008 1009 10 0 7 10 0 8 100 9 10 1 0 10 0 8 10 0 8 10 0 9 10 1 1 10 1 2 1. 4 % 1. 5 % 10 1 0 10 0 8 10 0 9 10 0 8 10 0 8 1008 100 7 1007                        1009.28 1008.88 1006.93 1006.46    1001.70 999.33 100 1 100 0 999 1003 1005 1007 TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 1008.10 1. 0 % 0.9% 1008.10 1007.71 1008.02 1.0%1.0% 1.0%1.0%1009.30 LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 1 G R A D I N G P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 1 1 : 5 3 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA GRADING PLAN C3-1 GRADING & DRAINAGE NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), AND "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.RETAINING WALLS OVER 4 FEET IN HEIGHT WILL REQUIRE A BUILDING PERMIT. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS 11.TEMPORARY OR PERMANENT MULCH BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC-ANCHORING OR THE USE OF HYDRAULIC SOIL STABILIZERS. 12.TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAINSTORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN    PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING  DIRECTION OF FLOW 1.0% 972.5 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 25.68COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE 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 25.68COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C )                                                       TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 SAN INSIDE DROP MH 1 RIM=1001.70 INV=995.00 (6") SW INV=980.27 (8") N INV=980.27 (8") S FIELD VERIFY EXACT INVERT AND LOCATION. 8" COMBINED FIRE & DOMESTIC SERVICE. COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 8x8 TEE SAN INV=998.00 COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 78 LF OF 6" PVC @ 3.85% SAN MH 6 RIM=1006.93 INV=996.50 INV=995.73 (8") W INV=995.73 (8") NW INV=995.63 (8") NE INV=996.63 (6") SE SAN INV=998.00 COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 41 LF OF 6" PVC @ 3.80% 8" COMBINED FIRE & DOMESTIC SERVICE. COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 8x8 TEE AND 8" GATE VALVE. 8" - C-900 COMBINED FIRE & DOMESTIC SERVICE. 8" - C-900 COMBINED FIRE & DOMESTIC SERVICE. 8" GATE VALVE 8" GATE VALVE 8" GATE VALVE CONNECT TO 12" WATERMAIN WITH 12x8 TEE 8x6 TEE 6" - C-900 FIRE HYDRANT SERVICE. FIRE HYDRANT AND GATE VALVE 8x8 TEE 8" GATE VALVE PLUG 8" WATERMAIN FOR FUTURE EXPANSION PLUG 8" WATERMAIN FOR FUTURE EXPANSION 8x8 TEE 8" GATE VALVE PLUG 8" WATERMAIN FOR FUTURE EXPANSION 8" GATE VALVE PLUG 8" WATERMAIN FOR FUTURE EXPANSION SAN MH 2 RIM=999.33 INV=982.38 (8") W INV=982.28 (8") S OUTSIDE DROP SAN MH 3 RIM=1004.02 INV=993.80 (8") N INV=993.80 (8") W INV=983.70 (8") E SAN MH 4 RIM=1009.28 INV=994.84 (8") W INV=994.84 (8") N INV=994.74 (8") E SAN MH 5 RIM=1008.88 INV=995.22 (8") SW INV=995.12 (8") E SAN MH 7 RIM=1006.50 INV=996.07 (8") W INV=995.97 (8") E 37 LF OF 8" SDR 35 @ 5.43% 98 LF OF 8" SDR 35 @ 1.35% 236 LF OF 8" SDR 35 @ 0.40% 69 LF OF 8" SDR 35 @ 0.40% 104 LF OF 8" SDR 35 @ 0.40% 60 LF OF 8" SDR 35 @ 0.40% 37 LF OF 8" SDR 35 @ 1.35% PLUG AT INV=994.30 20 LF OF 8" SDR 35 @ 0.40% PLUG AT INV=994.92 20 LF OF 8" SDR 35 @ 0.40% PLUG AT INV=995.81 20 LF OF 8" SDR 35 @ 0.40% PLUG AT INV=996.15 LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 1 S A N I T A R Y A N D W A T E R M A I N P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 2 : 3 5 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA SANITARY SEWER & WATERMAIN PLAN C4-1 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 PVC C-900 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT. SEE EAGAN DETAIL PLATE 110. 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAINSTORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN    PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING  DIRECTION OF FLOW 1.0% 972.5 EXHIBIT H1 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 25.68COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE 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 25.68COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C )                                                       TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 RD INV=1002.71 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL RD INV=1003.07 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL CB 1 RIM=1006.00 INV=1002.46 CBMH 2 RIM=1006.00 INV=1002.14 (15") N INV=1002.14 (15") S INV=1002.34 (12") W INV=1002.34 (12") E CBMH 3 RIM=1005.75 INV=1001.62 (18") N INV=1001.82 (15") S 64 LF OF 15" STORM @ 0.50% 74 LF OF 12" STORM @ 0.50% 145 LF OF 12" STORM @ 0.50% 64 LF OF 15" STORM @ 0.50% 66 LF OF 18" STORM @ 0.50% CBMH 4 RIM=1006.00 INV=1001.29 (18") E INV=1001.29 (18") S CB 5 RIM=1005.41 INV=1001.91 74 LF OF 12" PVC SCH 40 @ 0.075% STMH 6 RIM=1006.27 INV=1001.35 24 LF OF 12" STORM @ 0.75% CBMH 7 RIM=1005.61 INV=1001.17 11 LF OF 12" STORM @ 1.00% CBMH 8 RIM=1004.38 INV=1001.06 (12") S INV=1000.18 (18") W INV=1000.00 (18") N 147 LF OF 18" STORM @ 0.75% 35 LF OF 18" STORM @ 1.00% STMH 9 RIM=1004.38 INV=999.65 (18") S INV=994.61 (18") NE FES W/RIPRAP INV=994.00 61 LF OF 18" STORM @ 1.00% FES INV=994.50 CBMH 9 RIM=998.13 INV=994.38 (12") N INV=994.38 (12") S CBMH 10 RIM=998.13 INV=994.23 (12") N INV=994.23 (12") SSTMH 11 RIM=1003.16 INV=994.10 (12") N INV=994.10 (12") S STMH 12 RIM=1003.16 INV=993.00 (12") N INV=993.00 (12") S 220 LF OF 12" STORM @ 0.50% 26 LF OF 12" STORM @ 0.50% 29 LF OF 12" STORM @ 0.50% 48 LF OF 12" STORM @ 0.25% 51 LF OF 12" STORM @ 0.94% CONNECT 12" STORM INTO EXISTING 15" INV=992.52 LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 2 S T O R M S E W E R P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 2 : 3 8 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA STORM SEWER PLAN C4-2 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 PVC C-900 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT. SEE EAGAN DETAIL PLATE 110. 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAINSTORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN    PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING  DIRECTION OF FLOW 1.0% 972.5 EXHIBIT H2 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                                 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 S E W E R P L A N - V I E W 2 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 28 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 LEGEND EXHIBIT H3 PAR C E L A PAR C E L B 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 ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE PAR C E L A PAR C E L B 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 ) TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 2 - 1 T R E E P R E S E R V A T I O N P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 1 2 : 1 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL DDL 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA TREE PRESERVATION PLAN L2-1 N SCALE IN FEET 0 40 80 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PROJECT SITE 1. TREE INFORMATION WAS OBTAINED IN THE SURVEY PROVIDED BY ALLIANT ENGINEERING. 2. A SPREADSHEET OF ON-SITE TREE INFORMATION IS DISPLAYED ON SHEET L2-2. 3. TREE PROTECTION WILL PRIMARILY BE SILT FENCE. EXTENTS OF CLEARING WILL BE APPROXIMATELY 15 FEET BEYOND THE SILT FENCE AS GRADING MAY IMPACT ROOT ZONES OF NEARBY TREES. TREE PRESERVATION NOTES TREE PRESERVATION NOTES EXISTING TREE - TO REMAIN EXISTING TREE - TO REMOVE SILT FENCE (SEE SWPPP) LIMITS OF TREE REMOVAL LIMITS OF TREE REMOVAL EXHIBIT I LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 2 - 1 T R E E P R E S E R V A T I O N P L A N Pl o t t e d : 0 4 / 0 3 / 2 0 2 4 5 : 3 3 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE HEALTH PHASE 1 Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL 04/03/24 BID SET Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL DDL 04/03/24 04/03/24 C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-1A C4-2 C4-2A C4-2B C8-1 C8-2 C8-3 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES MOB SANITARY SEWER & WATER PLAN PRIVATE DRIVE SANITARY SEWER & WATER PLAN MOB STORM SEWER PLAN PRIVATE DRIVE STORM SEWER PLAN TEMPORARY BASIN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA TREE PRESERVATION PLAN L2-2 COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (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                          1006 1007 1000 1001 1002 1003 10 0 5 10 0 2 10 0 3 10 0 4 1006 100 7 100 7 10 0 7 10 0 7 100 7 10 0 7 10 0 8 10 0 8 10 0 8 10 0 8 10 0 7 100 8 1009 1009 1007 1008 1005 1004 100 6 10 0 6 10 0 5 10 0 3 10 0 4 10 0 5 10 0 6 10 0 7 1005 1001 1002 1003 1004 1006 1007 1005 10021003 1004 1006 1007 1006 1007 1008 1008 10 0 8 10 0 0 99 9 100 5 100 6 10 0 2 10 0 3 10 0 4 10 0 6 100 6 99 8    99 3 99 510 0 0 10 0 5 10 0 9 993 995 1000 1002 1000 993 99 5 10 0 0 100 2 10 0 2 993 995 1000 1005 1010 99 3 99 5 10 0 0 10 0 2 1014 1010 100 5 101 1 1007 1008 1009 1007 1008 1009 10 0 7 10 0 8 100 9 10 1 0 10 0 8 10 0 8 10 0 9 10 1 1 10 1 2 10 1 0 10 0 8 10 0 9 10 0 8 10 0 8 1008 100 7 1007                           100 1 100 0 999 1003 1005 1007 TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 R398.0' R430.0' 1 IH 2 IH 3 IH 2 SKH 2 SKH 2 AB 2 SKH 2 SKH 2 AB 2 GL 2 WB 2 TH 3 AP 1 GL 1 AB 1 GL 1 AB 1 GL 1 AB 1 MJ2 3 GAC 4 ML 3 GAC 2 MJ2 5 GAC 5 ML 5 GAC 1 MJ2 8 AD 5 MJJ 11 CV 5 MJJ 5 GAC 6 SH 1 MJ2 5 GAC 1 MJ2 6 SH 5 AJ 13 BAD 26 FG 18 FG 18 FG 5 BAD 7 GAC 5 MJJ 5 CV 3 INH 6 FRH 10 FRH 6 INH 3 CV 6 ML 4 MJJ 1 CH 3 GL 2 AP 3 TH 8 ML SYMBOL CODE BOTANICAL NAME COMMON NAME DECIDUOUS TREES AB ACER FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE WB BETULA POPULIFOLIA `WHITESPIRE SR.` CLUMP WHITESPIRE BIRCH CH CELTIS OCCIDENTALIS COMMON HACKBERRY IH GLEDITSIA TRIACANTHOS `IMPCOLE` TM IMPERIAL HONEYLOCUST SKH GLEDITSIA TRIACANTHOS `SKYCOLE`SKYLINE HONEYLOCUST GL TILIA CORDATA `GREENSPIRE`GREENSPIRE LINDEN EVERGREEN TREES AP PINUS NIGRA FULL FORM AUSTRIAN PINE ORNAMENTAL TREES TH CRATAEGUS CRUS-GALLI `INERMIS`THORNLESS HAWTHORN PLANT SCHEDULE SHRUBS AD CORNUS SERICEA `ARTIC FIRE`ARCTIC FIRE DOGWOOD 5 GAL 24" HGT 8 INH HYDRANGEA ARBORESCENS `INCREDIBALL` INCREDIBALL HYDRANGEA 5 GAL 24" HGT 9 GAC RIBES ALPINUM `GREEN MOUND`GREEN MOUND ALPINE CURRANT 5 GAL 24" HGT 33 ML SYRINGA PATULA `MISS KIM`MISS KIM LILAC 5 GAL 24" HGT 23 CV VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM 5 GAL 24" HGT 19 PERENNIALS BAD HEMEROCALLIS X `BAJA`BAJA DAYLILY 1 GAL 18 FRH HOSTA `FRANCEE`FRANCEE HOSTA 1 GAL 16 CONIFEROUS SHRUBS MJJ JUNIPERUS CHINENSIS `MONLEP`MINT JULEP JUNIPER 5 GAL 18" SPRD 19 AJ JUNIPERUS HORIZONTALIS `PLUMOSA COMPACTA` ANDORRA COMPACT JUNIPER 5 GAL 18" SPRD 5 MJ2 JUNIPERUS SCOPULORUM `MEDORA` FULL FORM MEDORA JUNIPER B & B 48" HGT.6 GRASSES FG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS 1 GAL 62 SH SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL 12 SYMBOL BOTANICAL NAME COMMON NAME QTY GROUND COVERS GRAY TRAP ROCK - 2"-3.5" - 3" DEPTH STONE MULCH 7,231 SF MNDOT 35-221RATE: 35 LBS/ACRE MULCH: MNDOT TYPE 1 NATIVE SEED MIXTURE - STORMWATER 41,554 SF TURF SOD 33,434 SF LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 L A N D S C A P E P L A N Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 2 : 4 4 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL DDL 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA LANDSCAPE PLAN L1-1 N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FUTURE BUILDING TO INCLUDE FOUNDATION PLANTINGS. DESIGN TO BE OF SIMILAR SPECIES/STYLE AS PROPOSED BUILDING. DESIGNED FOR PERMIT SET SUBMITTAL. EXHIBIT J SYMBOL CODE BOTANICAL NAME COMMON NAME CONT. SIZE QTY DECIDUOUS TREES AB ACER FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5"CAL 7 WB BETULA POPULIFOLIA `WHITESPIRE SR.` CLUMP WHITESPIRE BIRCH B & B 8` HGT 2 CH CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5"CAL 1 IH GLEDITSIA TRIACANTHOS `IMPCOLE` TM IMPERIAL HONEYLOCUST B & B 2.5"CAL 6 SKH GLEDITSIA TRIACANTHOS `SKYCOLE`SKYLINE HONEYLOCUST B & B 2.5"CAL 8 GL TILIA CORDATA `GREENSPIRE`GREENSPIRE LINDEN B & B 2.5"CAL 8 EVERGREEN TREES AP PINUS NIGRA FULL FORM AUSTRIAN PINE B & B 6` HGT. 5 ORNAMENTAL TREES TH CRATAEGUS CRUS-GALLI `INERMIS`THORNLESS HAWTHORN B & B 1.5"CAL 5 SHRUBS AD CORNUS SERICEA `ARTIC FIRE`ARCTIC FIRE DOGWOOD 5 GAL 24" HGT 8 INH HYDRANGEA ARBORESCENS `INCREDIBALL` INCREDIBALL HYDRANGEA 5 GAL 24" HGT 9 GAC RIBES ALPINUM `GREEN MOUND`GREEN MOUND ALPINE CURRANT 5 GAL 24" HGT 33 ML SYRINGA PATULA `MISS KIM`MISS KIM LILAC 5 GAL 24" HGT 23 CV VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM 5 GAL 24" HGT 19 PERENNIALS BAD HEMEROCALLIS X `BAJA`BAJA DAYLILY 1 GAL 18 FRH HOSTA `FRANCEE`FRANCEE HOSTA 1 GAL 16 CONIFEROUS SHRUBS MJJ JUNIPERUS CHINENSIS `MONLEP`MINT JULEP JUNIPER 5 GAL 18" SPRD 19 AJ JUNIPERUS HORIZONTALIS `PLUMOSA COMPACTA` ANDORRA COMPACT JUNIPER 5 GAL 18" SPRD 5 MJ2 JUNIPERUS SCOPULORUM `MEDORA` FULL FORM MEDORA JUNIPER B & B 48" HGT. 6 GRASSES FG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS 1 GAL 62 SH SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL 12 SYMBOL BOTANICAL NAME COMMON NAME QTY GROUND COVERS GRAY TRAP ROCK - 2"-3.5" - 3" DEPTH STONE MULCH 7,231 SF MNDOT 35-221RATE: 35 LBS/ACRE MULCH: MNDOT TYPE 1 NATIVE SEED MIXTURE - STORMWATER 41,554 SF TURF SOD 33,434 SF PLANT SCHEDULE LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 2 L A N D S C A P E D E T A I L S Pl o t t e d : 0 3 / 1 4 / 2 0 2 4 1 2 : 0 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL DDL 03/14/24 - C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 C8-2 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY AND WATER PLAN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA LANDSCAPE DETAILS L1-2 GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND / OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD / SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD / SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP ROCK MULCH WITH WEED BARRIER CUT TO ALLOW FOR GROWTH. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP ROCK MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED / INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING BU I L D I N G W A L L ( T Y P ) SHRUB PLANTING LOUCKS Shrub Planting.dwgSCALE: 3/4" = 1'-0" EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. PLANTING SOIL - SEE NOTES OR SPEC. SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE 3 VARIES SEE PLAN NOTE: LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING PERENNIAL PLANTING LOUCKS Perennial Planting.dwgSCALE: 3/4" = 1'-0" BU I L D I N G W A L L ( T Y P ) 12" DEPTH (MIN) LOAM PLANTING SOIL SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES 4 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. Drawn By Checked By Project No ©2 0 1 9 S Y N E R G Y A R C H I T E C T U R E S T U D I O , L L C I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 3/ 1 5 / 2 0 2 4 9 : 4 4 : 2 1 A M A301-P RENDERINGS - PHASE 1 LAKEVILLE HEALTH PHASE 1 & 2 PJG MN / EM 00000 21609 NOT FOR CONSTRUCTION Patrick J Giordana County Rd 46 & Buck Hill Rd BUILDING ENTRY ( WEST) BUCK HILL DRIVE (EAST) No.Description Date CITY SUBMITTAL 03.15.2024 LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 0" B.O. CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. COMPOSITE METAL PANEL CANOPY HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. PRE-CAST COLORED STONE PARAPET CAP THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-CAST COLORED STONE PARAPET CAP COMPOSITE METAL PANEL CANOPY 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. PRE-FINISHED SILL FLASHING TO MATCH GLAZING FRAMES, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. STONE VENEER WITH COLORED MORTAR JOINTS. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. STONE VENEER WITH COLORED MORTAR JOINTS. BUILDING TENANT SIGN 70 SF LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 0" B.O. CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" COMPOSITE METAL PANEL CANOPY HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-CAST COLORED STONE PARAPET CAP (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. STONE / COLOR MATCHING BRAKE METAL PANELS AT BACKSIDE OF PARAPET A LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 0" B.O. CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" COMPOSITE METAL PANEL CANOPY HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. PRE-CAST, PRE-COLORED STONE CAP TO MATCH VENEER STONE 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. STONE VENEER WITH COLORED MORTAR JOINTS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2.BUILDING TENANT SIGN 100 SF LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 0" B.O. CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHINGPRE-CAST COLORED STONE PARAPET CAP 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. BUILDING SIGN REVIEW ALLOWED AREA SIGNAGE PER TITLE 11, CHAPTER 23 ZONE: C-2 WITHIN FREEWAY CORRIDOR DISTRICT SINGLE TENANT BUILDING SIGNS: (1) WALL, CANOPY, OR MARQUEE ON (1) ELEVATION OR (1) SIGN ON (2) ELEVATIONS IF A CORNER LOT 150 SF MAX SIGN AREA MONUMENT SIGN: (1) MONUMENT SIGN NOT TO EXCEED 30'-0" IN HEIGHT SIGN AREA NOT TO EXCEED 150 SF PER SIDE DIRECTIONAL SIGNS: (2) SIGNS NOT TO EXCEED 6'-0" IN HEIGHT AND 12 SF IN AREA 5'-0" FROM PROPERTY LINE AT EACH SITE ACCESS ROAD WEST: PERMITTED: (1) SIGN 150 SF PROPOSED:80 SF BUILDING TENANT SIGN 70 SF MIDWEST ENT ADDRESS SIGN 10 SF NORTH: NO SIGNS: FACING RESIDENTIAL SITE EAST: PERMITTED: (1) SIGN 150 SF PROPOSED:100 SF BUILDING TENANT SIGN 100 SF MIDWEST ENT SOUTH: NO SIGNS: (2) ELEVATIONS ONLY MONUMENT: 150 SF PER SIDE MO SIGN 1:150 SF MO SIGN 2:150 SF DIRECTIONAL SIGN: (1) SITE ENTRY - 12 SF SINGLE SIDED TOTAL SIGN AREA: 492 SF BUILDING MATERIAL CALCULATIONS CLASS A BUILDING MATERIALS REQUIRED: 65% CLASS A BUILDING MATERIALS PROVIDED: 98% BUILDING MATERIALS BY ELEVATION: ELEVATION S.F. OF ELEVATION % OF ELEVATION WEST: 2,886 SF BRICK1: 987 34 BRICK 2:702 24 STONE:222 8 COMPOSITE METAL:178 6 GLASS:797 28 NORTH: 2,017 SF BRICK1:1,020 51 BRICK 2:652 32 STONE:0 0 COMPOSITE METAL:28 1 GLASS:317 16 EAST: 3,046 SF BRICK 1:1,278 42 BRICK 2:676 22 STONE:639 21 COMPOSITE METAL:0 0 GLASS:453 15 SOUTH:2,106 SF BRICK 1:1,534 73 BRICK 2:292 14 STONE:0 0 COMPOSITE METAL:0 0 GLASS:280 3 BUILDING TOTAL: 10,055 SF BRICK 1:4,819 48 BRICK 2:2,322 23 STONE:861 9 COMPOSITE METAL:206 2 GLASS:1,847 18 4' - 4" SIGN BOX 14' - 0" SI G N B O X 10 ' - 0 " 2' - 1" 2' - 3" 8" 10 ' - 0 " 8" 3 ' - 0 " 14 ' - 4 " 15' - 8"2' - 8" 18' - 4" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. PRE-CAST, PRE-COLORED STONE CAP PRE-CAST, PRE-COLORED STONE SILL SIGN CABINET BY SIGN MANF. ALUMINUM BOX W/ MILLED PUSH-THRU ACRYLIC LETTERS, OR SIM. ALUMN. PANELS TO MATCH METAL PANEL AT BUILDING CANOPY.Drawn By Checked By Project No ©2 0 1 9 S Y N E R G Y A R C H I T E C T U R E S T U D I O , L L C I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 3/ 1 5 / 2 0 2 4 1 0 : 2 4 : 0 6 A M A300-P PRELIMINARY ELEVATIONS - PHASE 1 LAKEVILLE HEALTH PHASE 1 & 2 PJG MN / EM 00000 21609 NOT FOR CONSTRUCTION Patrick J Giordana County Rd 46 & Buck Hill Rd 1/8" = 1'-0"1 PRELIMINARY ELEVATION - WEST 1/8" = 1'-0"2 PRELIMINARY ELEVATION - NORTH 1/8" = 1'-0"3 PRELIMINARY ELEVATION - EAST 1/8" = 1'-0"4 PRELIMINARY ELEVATION - SOUTH 1/4" = 1'-0"5 PRELIMINARY ELEVATION - MOUMENT SIGN No.Description Date CITY SUBMITTAL 03.15.2024 Drawn By Checked By Project No ©2 0 1 9 S Y N E R G Y A R C H I T E C T U R E S T U D I O , L L C 33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 3/ 1 5 / 2 0 2 4 9 : 4 6 : 5 1 A M B301-P RENDERINGS - PHASE 2 LAKEVILLE HEALTH PHASE 1 & 2 PJG EM / MN 00000 County Rd 46 & Buck Hill Rd No.Description Date CITY SUBMITTAL 03.15.2024 BUILDING SIGN REVIEW ALLOWED AREA OF WALL SIGNAGE PER TITLE 11, CHAPTER 23 SINGLE TENANT BUILDING SIGNS: (1) WALL, CANOPY, OR MARQUEE ON (1) ELEVATION OR (1) SIGN ON (2) ELEVATIONS IF A CORNER LOT 150 SF MAX SIGN AREA MONUMENT SIGN: (1) MONUMENT SIGN NOT TO EXCEED 30'-0" IN HEIGHT SIGN AREA NOT TO EXCEED 150 SF PER SIDE DIRECTIONAL SIGNS: (2) SIGNS NOT TO EXCEED 6'-0" IN HEIGHT AND 12 SF IN AREA 5'-0" FROM PROPERTY LINE AT EACH SITE ACCESS ROAD WEST: NO SIGNS: (1) ELEVATION ONLY NORTH: NO SIGNS: FACING RESIDENTIAL SITE EAST: PERMITTED:150 SF PROPOSED: BUILDING 40 TENANT A 60 SF TENANT B 60 SF SOUTH: NO SIGNS: (1) ELEVATION ONLY MONUMENT: 150 SF PER SIDE MO SIGN 1: 150 SF MO SIGN 2: 150 SF DIRECTIONAL SIGN: (1) SITE ENTRY - 12 SF SINGLE SIDED TOTAL SIGN AREA: 462 SF BUILDING MATERIAL CALCULATIONS CLASS A BUILDING MATERIALS REQUIRED: 65% CLASS A BUILDING MATERIALS PROVIDED: 98% BUILDING MATERIALS BY ELEVATION: ELEVATION S.F. OF ELEVATION % OF ELEVATION EAST: 2,806 SF BRICK:667 24 STONE:1,200 43 COMPOSITE METAL:179 6 GLASS:760 27 NORTH: 2,023 SF BRICK:1,015 50 STONE:622 31 COMPOSITE METAL:20 1 GLASS:366 18 WEST: 2,531 SF BRICK:2,025 80 STONE:53 2 COMPOSITE METAL:14 1 GLASS:439 17 SOUTH: 1,954 SF BRICK:946 48 STONE:654 34 COMPOSITE METAL:0 0 GLASS:354 18 BUILDING TOTAL: 9,314 SF BRICK:4,653 50 STONE:2,529 27 COMPOSITE METAL:213 2 GLASS:1,919 21 4' - 4" SIGN BOX 14' - 0" SI G N B O X 10 ' - 0 " 2' - 1" 2' - 3" 14 ' - 4 " 18' - 4" 15' - 8"2' - 8" 3' - 0 " 8 " 10 ' - 0 " 8" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. PRE-CAST, PRE-COLORED STONE CAP PRE-CAST, PRE-COLORED STONE SILL SIGN CABINET BY SIGN MANF. ALUMINUM BOX W/ MILLED PUSH-THRU ACRYLIC LETTERS, OR SIM. ALUMN. PANELS TO MATCH METAL PANEL AT BUILDING CANOPY. LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 4" B.O. FRONT CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. COMPOSITE METAL PANEL CANOPY HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. PRE-CAST COLORED STONE PARAPET CAP 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. STONE VENEER W/ COLORED MORTAR JOINTS (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-CAST COLORED STONE PARAPET CAP PRE-FINISHED SILL FLASHING TO MATCH GLAZING FRAMES, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. BUILDING SIGN 40 SF TENANT SIGN 60 SF TENANT SIGN 60 SF LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 4" B.O. FRONT CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-CAST COLORED STONE PARAPET CAP 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. PRE-FINISHED SILL FLASHING TO MATCH GLAZING FRAMES, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. BRICK / COLOR MATCHING BRAKE METAL PANELS AT BACK SIDE OF PARAPET A LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 4" B.O. FRONT CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. (1) ROW OF CORBELLED SOLDIER CORSE BRICK. BRICK TYPE 1. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING PRE-CAST COLORED STONE PARAPET CAP 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. LEVEL 01 100' - 0" TYP. ROOF J.B.E. 116' - 4" B.O. FRONT CANOPY 112' - 0" PARAPET B 118' - 4" PARAPET A 121' - 0" LVL 01 - TYP WDW SILL 103' - 8" LVL 01-TYP WDW HEAD 110' - 8" T.O. ROOF SCREEN 124' - 8" 4" X 4" X 12" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 1. COMPOSITE METAL PANEL CANOPY HORIZONTAL CORRUGATED METAL ROOF TOP UNIT SCREEN FINISH TO MATCH COMPOSITE METAL PANELS. PRE-CAST COLORED STONE PARAPET CAP THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. THERMALLY BROKEN ANODIZED GLAZING FRAMES WITH LOW-E INSULATED GLAZING. 8" X 4" X 14" FACE BRICK WITH COLORED MORTAR JOINTS. BRICK TYPE 2. PRE-FORMED, PRE-PAINTED METAL PARAPET CAP FLASHING 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. PRE-FINISHED SILL FLASHING TO MATCH GLAZING FRAMES, TYP. 3" RAD BRICK AT CORNERS AND WINDOW JAMBS, TYP. Drawn By Checked By Project No ©2 0 1 9 S Y N E R G Y A R C H I T E C T U R E S T U D I O , L L C 33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 3/ 1 5 / 2 0 2 4 9 : 4 6 : 5 1 A M B300-P PRELIMINARY ELEVATIONS - PHASE 2 LAKEVILLE HEALTH PHASE 1 & 2 PJG EM / MN 00000 County Rd 46 & Buck Hill Rd 1/4" = 1'-0"5 PRELIMINARY ELEVATION - MOUMENT SIGN No.Description Date CITY SUBMITTAL 03.15.2024 1/8" = 1'-0"1 PRELIMINARY ELEVATION - EAST 1/8" = 1'-0"2 PRELIMINARY ELEVATION - NORTH 1/8" = 1'-0"3 PRELIMINARY ELEVATION - WEST 1/8" = 1'-0"4 PRELIMINARY ELEVATION - SOUTH Page 1 of 2 Da t e : 3 / 1 3 / 2 0 2 4 DISCLAIMER: Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in LEDs and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping or any other architectural elements unless noted. Fixture nomenclature to be finalized by engineer and/or architect. This drawings is for photometric evaluation purposes only and should not be used as a construction document or as a final document for ordering product. De s i g n e d B y : K . T o m c z a k Sc a l e : 1 " = 1 5 ' Type P1 P2: La k e v i l l e S i t e Ch e c k e d B y : T r e n t S h o r e Local Ordiance: 1fc Max property line spill Luminaire Schedule Symbol Calculation Summary Project: Calculations Label Units Qty Type Mounting Height Lum. Watts Luminaire Lumens LLF Avg Max Min Description Avg/Min Max/Min Parking Lot Fc 1.99 5.3 0.4 4.98 13.252P128176.3 30129 0.900 OPF-M-A13-740-T5W 2 P2 28 111.5 15868 0.900 OPF-M-A10-740-T3M-HIS Xref .\Arch - Synergy\LAKEVILLE II - BUCK HILL ROAD - 02 20 2024.dwg Xref .\Arch - Synergy\BLakeville Buck Hill - Building B.dwg 20 20 20 6 7 15 11 9 5 17 FFE = 1008.00 13,929 SF MEDICAL BUILDING PHASE 1 FFE = 1009.30 12,931 SF MEDICAL BUILDING PHASE 2 PROPOSED PRIVATE DRIVE P1 MH: 28 P1 MH: 28 P2 MH: 28 P2 MH: 28 0.0 1.5 2.5 2.6 2.5 2.2 1.9 1.7 1.6 1.5 1.7 0.0 0.02.4 0.02.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 1.7 1.5 1.5 1.5 1.7 1.9 2.2 2.4 2.5 2.4 2.3 2.4 2.5 4.0 1.5 0.0 1.5 1.6 1.9 2.2 0.0 3.6 0.0 4.1 3.8 3.3 3.0 2.9 2.9 3.2 3.6 4.1 4.2 4.1 3.6 2.82.9 3.21.9 2.3 2.8 3.0 3.1 2.9 2.7 2.6 2.6 2.6 2.7 2.9 0.03.3 1.4 2.8 2.3 1.9 1.6 1.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.03.1 0.0 0.0 1.7 1.6 1.4 1.2 1.1 1.0 1.0 1.3 0.0 0.0 0.02.0 0.02.1 0.0 0.0 0.0 0.0 0.0 1.5 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 1.4 1.0 1.0 1.1 1.3 1.4 1.6 1.8 1.9 2.0 2.1 2.2 2.1 2.11.5 1.4 1.4 1.4 1.6 1.8 1.2 2.1 0.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.2 2.1 1.8 1.6 1.4 1.6 2.0 1.4 1.5 1.6 1.8 1.9 2.0 2.1 2.1 2.2 2.2 2.1 2.1 2.0 1.9 0.00.01.3 0.00.00.00.01.8 0.01.6 0.01.41.21.21.2 0.00.0 4.5 4.5 3.5 4.3 4.7 4.7 4.5 4.0 3.5 3.2 3.2 3.5 4.02.1 4.61.9 4.0 3.1 2.4 1.9 1.7 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.14.4 0.0 2.2 2.8 2.1 1.8 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 2.6 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.13.6 3.8 3.7 3.2 2.5 2.0 1.7 1.6 1.7 0.2 0.2 0.2 0.0 0.12.8 0.1 0.1 0.0 0.00.10.0 5.2 0.0 0.0 0.0 0.0 3.23.6 0.0 2.82.93.23.70.0 3.90.0 2.82.11.81.51.1 2.94.0 0.0 3.7 3.8 4.3 4.8 4.9 4.9 4.3 3.5 2.6 2.0 1.7 1.73.3 0.03.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.8 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 2.3 1.9 2.1 2.7 3.6 4.4 4.7 4.8 4.6 4.1 0.0 3.0 0.0 0.0 0.0 0.0 2.3 0.0 3.9 4.7 5.2 5.3 4.9 4.5 3.9 3.5 3.6 4.0 4.5 5.0 5.22.0 5.0 1.8 3.1 4.0 4.7 5.0 5.1 4.7 4.5 3.9 3.6 3.7 4.1 4.7 0.01.62.0 0.00.00.00.05.0 0.05.1 1.82.12.93.84.6 0.00.0 0.0 0.00.2 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.4 0.00.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.0 0.0 0.0 0.0 0.20.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.60.0 0.0 0.0 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.10.8 0.01.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.70.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.80.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.5 0.00.6 0.0 0.7 0.6 0.7 0.8 0.9 1.1 0.01.1 0.0 0.0 0.5 0.5 0.5 0.6 0.50.9 1.8 1.4 1.8 2.4 3.0 3.4 3.1 2.6 2.0 1.5 1.2 1.0 0.8 0.70.7 2.10.9 0.8 0.8 1.0 1.1 1.2 1.4 1.2 1.9 0.0 2.2 2.2 2.2 2.1 2.0 1.8 1.5 1.4 1.2 1.1 0.9 0.8 0.81.6 0.7 0.0 2.2 2.5 2.7 2.6 2.3 2.0 1.6 1.4 1.1 1.0 0.8 0.7 0.01.5 0.00.00.00.00.7 0.00.6 0.00.00.00.00.0 0.00.0 0.0 0.0 2.6 1.8 1.2 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.23.2 0.03.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.0 0.0 0.0 0.0 0.0 3.30.0 0.00.0 0.0 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.1 1.6 2.40.0 0.03.5 2.6 2.0 1.4 1.1 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.0 0.02.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 3.80.4 0.0 1.81.31.00.80.0 0.50.0 0.40.30.10.00.0 3.30.6 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.1 0.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.20.10.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.10.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.10.2 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.5 0.6 0.50.2 0.20.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.40.2 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.20.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.20.2 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.20.10.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.20.20.20.20.1 0.20.1 0.20.20.20.20.1 0.10.2 0.00.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.00.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.00.00.00.0 0.00.0 0.00.00.00.00.0 0.00.0 0.31.0 1.0 1.0 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.61.2 0.41.3 0.2 0.2 0.1 0.1 0.1 0.00.51.90.1 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.1 1.2 1.4 1.6 1.11.9 0.1 1.9 1.9 2.0 2.0 1.9 1.8 1.8 1.8 1.7 1.5 1.4 1.3 1.31.8 0.41.1 1.1 1.2 1.3 1.4 1.6 1.6 1.6 1.3 1.1 0.91.1 0.61.1 0.3 0.2 0.2 0.1 0.1 0.1 0.00.71.50.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 0.9 1.0 1.1 1.11.4 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.1 1.11.3 0.2 0.1 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.30.4 0.21.2 0.1 0.1 0.1 0.0 0.00.22.60.0 0.0 0.0 0.5 0.8 1.0 1.3 1.5 1.8 2.2 2.6 2.9 0.42.8 0.0 2.5 2.5 2.5 2.5 2.6 2.7 2.8 2.7 2.4 2.0 1.7 1.6 1.53.0 0.20.9 0.5 0.5 0.6 0.6 0.7 0.6 0.6 0.5 0.5 0.4 0.40.0 0.31.4 0.2 0.1 0.1 0.1 0.0 0.1 0.32.2 0.0 0.1 0.3 0.4 0.5 0.7 0.9 1.2 1.3 1.5 1.7 2.0 2.3 1.02.20.0 1.51.51.61.92.3 2.22.2 2.12.22.32.42.3 1.22.1 0.70.6 0.7 0.8 0.9 1.2 1.7 2.4 3.1 3.3 3.2 2.50.5 1.10.5 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.01.80.50.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.50.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.50.4 0.40.4 0.4 0.4 0.5 0.6 0.7 0.9 1.2 1.4 1.4 1.4 1.2 0.60.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.00.90.30.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.30.5 0.40.40.40.40.3 0.50.3 0.50.50.40.40.4 0.30.5 0.61.0 1.1 1.1 1.2 1.5 1.9 2.3 2.5 2.3 1.9 1.40.9 0.70.9 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.01.01.10.1 0.1 0.2 0.2 0.3 0.5 0.6 0.7 0.7 0.7 0.8 0.91.0 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.0 0.90.9 0.60.8 0.9 0.9 1.1 1.2 1.6 2.2 2.9 3.3 3.0 2.3 1.6 0.80.7 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.01.10.80.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.71.0 0.70.70.80.90.6 1.00.7 1.01.01.00.90.8 0.70.9 Parking Lot Illuminance (Fc) Average = 1.99 Maximum = 5.3 Minimum = 0.4 Avg/Min Ratio = 4.98 Max/Min Ratio = 13.25 SL-1 EXHIBIT L Page 2 of 2 Da t e : 3 / 1 3 / 2 0 2 4 De s i g n e d B y : K . T o m c z a k Sc a l e : 1 " = 1 5 ' La k e v i l l e S i t e Ch e c k e d B y : T r e n t S h o r e SL-2 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 September 29, 2023 EXHIBIT M Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 i September 29, 2023 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 September 29, 2023 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 September 29, 2023 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 September 29, 2023 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) Sufficient width exists on the southbound CSAH 46 & Kendale Drive intersection approach to allow side-by-side vehicles 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 September 29, 2023 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 September 29, 2023 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 September 29, 2023 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 According to information presented in the Lakeville 2040 Comprehensive Plan, no significant roadway infrastructure improvements are planned within the study area through the year 2040. Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 10 September 29, 2023 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 and trips generated by the proposed development, are shown in Figure 6 and Figure 7, respectively. Figure 5 – CSAH 46 Historical AADT Volume 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 September 29, 2023 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 A 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. Therefore, no geometric or traffic control improvements are required from an operations perspective. CSAH 46 & Kendale Drive A /A 1.3 /5.9 A /A 1.5 /6.8 CSAH 46 & Buck Hill Road A /C 8.6 /26.7 A /C 9.6 /22.4 Buck Hill Road & East Access A /A 1.7 /3.7 A /A 2.1 /4.9 Kendale Drive & West Access A /A 1.1 /4.1 A /A 1.2 /4.2 Kendale Drive & Single-Family Access A /A 0.2 /4.6 A /A 0.2 /4.4 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 /B 2.2 /14.8 A /A 1.6 /8.1 CSAH 46 & Buck Hill Road A /C 9.1 /27.7 B /C 10.7 /22.3 Buck Hill Road & East Access A /A 1.8 /4.0 A /A 2.5 /7.1 Kendale Drive & West Access B /C 11.3 /18.0 A /A 1.1 /4.3 Kendale Drive & Single-Family Access A /C 7.9 /24.3 A /A 0.2 /4.8 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) Traffic Impact Study Sundance Lakeville Alliant No. 221-0039.0 14 September 29, 2023 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 are expected to be linked by a private east/west roadway running parallel to CSAH 46. This roadway could potentially be used as a through route by external motorists between Kendale Drive and Buck Hill Road. However, with limited time savings benefit anticipated, external through traffic along this new private roadway 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. • 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 September 29, 2023 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. 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 September 29, 2023 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 A 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. Therefore, no geometric or traffic control improvements are required from an operations perspective. • Additional considerations related to the proposed development include the following: o The new east/west private roadway within the proposed development could potentially be used as a through route by external motorists between Kendale Drive and Buck Hill Road. However, with limited time savings benefit anticipated, external through traffic along this new private roadway 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 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 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 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 Westbound Approach Northbound Approach Southbound Approach Intersection TotalTraffic Control Intersection MOE Eastbound Approach 2.5 9.4 A A A A Through/Stop CSAH 46 & Kendale Drive 0.4 1.3 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 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 Year 2025 Conditions - AM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 1.5 0.4 0.3 2.4 1.0 0.7 0.0 0.0 2.6 7.3 3.5 2.8 1.3 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 14 0 0 10 0 0 0 0 28 45 45 27 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 6.5 4.9 0.9 9.4 4.7 2.7 27.2 27.3 4.0 29.9 22.7 3.1 8.6 Movement LOS A A A A A A C C A C C A A Movement 95th Queue (ft) 17 57 14 52 37 18 38 37 46 119 37 22 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 5.9 0.0 3.3 0.0 0.0 0.0 2.1 0.9 0.0 0.0 1.2 0.0 1.7 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 25 25 0 0 2 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 4.6 0.0 2.0 0.0 0.2 0.2 1.8 0.3 0.0 1.1 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 40 0 40 0 0 0 5 5 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 4.6 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 Year 2025 Conditions - PM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 2.6 0.5 0.4 3.0 1.4 1.4 0.0 0.0 2.7 11.0 0.2 3.6 1.5 Movement LOS A A A A A A A A A B A A A Movement 95th Queue (ft) 27 0 0 25 0 3 0 0 24 44 44 33 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 14.4 9.1 1.6 10.5 5.3 3.2 22.4 20.6 4.3 27.1 18.3 3.7 9.6 Movement LOS B A A B A A C C A C B A A Movement 95th Queue (ft) 25 89 18 72 49 39 46 35 57 141 56 31 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 8.1 0.0 4.5 0.0 0.0 0.0 2.7 0.9 0.0 0.0 1.4 0.0 2.1 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 55 0 55 0 0 0 60 60 0 0 3 3 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 2.6 0.0 0.3 0.2 2.2 0.4 0.0 1.2 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 8 8 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 0.1 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 19 0 19 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Through/Stop Kendale Drive & Single-Family Access 0.0 4.4 0.1 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total Intersection Total Through/Stop Buck Hill Road & East Access 4.9 0.7 A A A A Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 4.2 0.3 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 1.6 1.3 Northbound Approach Southbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 0.0 22.4 A A A C 6.8 A A A A Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 8.8 5.7 9.0 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 0.7 1.5 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach 2.7 Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & Single-Family Access 0.0 4.6 0.1 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 0.2 0.4 Northbound Approach Southbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 4.1 1.1 A A A A Intersection Total Through/Stop Buck Hill Road & East Access 3.7 0.0 1.2 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 4.7 5.1 5.9 A A A A Traffic Control Intersection MOE Eastbound Approach 10.5 26.7 A A B C Westbound Approach Northbound Approach Southbound Approach Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.4 1.0 2.6 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Year 2045 Conditions - AM Peak Hour EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 1.6 0.5 0.7 2.1 1.0 0.8 0.0 0.0 3.1 12.4 2.5 23.4 2.2 Movement LOS A A A A A A A A A B A C A Movement 95th Queue (ft) 15 0 0 12 0 0 0 0 35 61 61 41 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 7.0 6.1 1.1 10.6 4.9 2.9 24.9 23.9 4.4 31.8 21.7 3.5 9.1 Movement LOS A A A B A A C C A C C A A Movement 95th Queue (ft) 21 79 16 57 38 21 43 42 50 124 42 26 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 6.0 0.0 3.7 0.0 0.0 0.0 2.4 0.9 0.0 0.0 1.2 0.0 1.8 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 55 0 55 0 0 0 26 26 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 21.6 0.0 2.8 0.0 0.2 0.1 1.5 15.9 0.0 11.3 Movement LOS A A A C A A A A A A C A B Movement 95th Queue (ft) 0 0 0 49 0 49 0 0 0 65 65 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 24.3 0.0 0.0 0.0 0.1 0.1 0.0 10.4 0.0 7.9 Movement LOS A A A C A A A A A A B A A Movement 95th Queue (ft) 0 0 0 24 0 24 0 0 0 62 62 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) 3.4 0.5 0.6 3.4 1.5 1.5 0.0 0.0 2.9 13.2 0.7 3.5 1.6 Movement LOS A A A A A A A A A B A A A Movement 95th Queue (ft) 30 0 0 32 0 4 0 0 26 43 43 33 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 13.0 11.5 1.8 14.3 5.9 4.2 24.3 19.0 5.3 27.4 17.3 5.1 10.7 Movement LOS B B A B A A C B A C B A B Movement 95th Queue (ft) 28 108 19 97 55 54 47 39 66 149 64 38 Approach Delay (sec/veh) Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Delay (sec/veh) 12.4 0.0 6.4 0.0 0.0 0.0 3.1 1.3 0.0 0.0 1.4 0.1 2.5 Movement LOS B A A A A A A A A A A A A Movement 95th Queue (ft) 68 0 68 0 0 0 76 76 0 0 4 3 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 4.9 0.0 2.4 0.0 0.3 0.2 2.5 0.4 0.0 1.1 Movement LOS A A A A A A A A A A A A A Movement 95th Queue (ft) 0 0 0 44 0 44 0 0 0 10 10 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 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 16 0 16 0 0 0 0 0 0 Approach Delay (sec/veh) Approach LOS Through/Stop Kendale Drive & Single-Family Access 0.0 4.8 0.1 0.0 A A A A Traffic Control Intersection MOE Eastbound Approach Westbound Approach Northbound Approach Southbound Approach Intersection Total Intersection Total Through/Stop Buck Hill Road & East Access 7.1 0.7 A A A A Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & West Access 0.0 4.3 0.3 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 1.9 1.3 Northbound Approach Southbound Approach A A A A Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 0.0 22.3 B A A C 8.1 A A A A Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 10.9 7.1 9.5 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 0.7 1.6 10.4 A C A B Traffic Control Intersection MOE Eastbound Approach 2.9 Northbound Approach Southbound Approach Intersection Total Through/Stop Kendale Drive & Single-Family Access 0.0 24.3 0.1 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Traffic Control Intersection MOE Eastbound Approach 0.2 15.4 Northbound Approach Southbound Approach A C A C Westbound Approach Northbound Approach Southbound Approach Northbound Approach Southbound Approach 18.0 1.1 A A A A Intersection Total Through/Stop Buck Hill Road & East Access 4.0 0.0 1.2 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Intersection Total Traffic Signal CSAH 46 & Buck Hill Road 5.9 5.5 14.8 A A A B Traffic Control Intersection MOE Eastbound Approach 10.1 27.7 A A B C Westbound Approach Northbound Approach Southbound Approach Intersection Total Through/Stop CSAH 46 & Kendale Drive 0.6 1.0 3.1 Traffic Control Intersection MOE Eastbound Approach Westbound Approach Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us April 11, 2024 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: SUNDANCE LAKEVILLE The Dakota County Plat Commission met on April 10, 2024, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 46 (160th St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed site includes two proposed lots for commercial medical buildings with future phases for residential development on Outlot B. Access to the site is off Kendale Drive and Buck Hill Road. As discussed, the Kendale Drive access at CSAH 46 is planned to be restricted as a ¾-access, which would be restricted with the replatting Outlot B. Restricted access should be shown along all of CSAH 46 for Outlot B and Block 1. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 46 are 8,300 ADT and are anticipated to be 11,800 ADT by the year 2040. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission EXHIBIT N 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 June 4, 2024 Sundance Lakeville Medical • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Tree Preservation Review • Preliminary Utility Plan Review Mark A. Davis, Davis HRE representatives have submitted preliminary plat applications for a development to be known as Sundance Medical. The proposed subdivision is located north of and adjacent to 162nd Street West (CSAH 46), west of and adjacent to Buck Hill Road, and east of and adjacent to Kendale Drive. The parent parcels consist of one metes and bounds parcel (PID No. 220011037020) zoned M-1, Mixed Use I-35 Corridor and C-3, General Commercial District. The preliminary plat consists of two (2) medical building lots within one (1) block, and two (2) outlots on 18.75 acres. The Developer is dedicating 0.79 acres as Kendale Drive right-of-way. The outlots created with the preliminary plat shall have the following use: Outlot A: Future development; retained by Developer (0.22 acres) Outlot B: Future development; retained by Developer (14.74 acres) The proposed development will be completed by: Developer: Mark A. Davis of Davis HRE Engineer/Surveyor: Loucks SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE MMEEDDIICCAALL PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 44,, 22002244 PPAAGGEE 22 OOFF 55 SSIITTEE CCOONNDDIITTIIOONNSS The Sundance Lakeville Medical 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 Medical 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, and no construction improvements are proposed with Sundance Medical. Buck Hill Road Sundance Medical 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 Medical is located east of and adjacent to Kendale Drive, a local roadway. Kendale Drive is designated as a 32-foot-wide rural roadway. Kendale Drive shall have 60-feet of right- of-way dedicated to the City with the first phase final plat. Private Drive Sundance Medical Includes construction of a private drive. The private drive provides access to the site from Buck Hill Road. The private drive shall be owned and maintained by the developer. Construction traffic access and egress for grading, utility and street construction will be determined with each phase of construction. Park dedication has not been paid on this parcel and will be calculated to be paid at the time of final plat approval. SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE MMEEDDIICCAALL PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 44,, 22002244 PPAAGGEE 33 OOFF 55 Development of Sundance Medical does not include the construction of public trails and sidewalks. Five foot wide privately owned and maintained concrete sidewalks, with pedestrian curb ramps, will be installed along one side of the proposed private drive. Sundance Medical 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. Development of Sundance Medical includes the construction of privately owned and maintained sanitary sewer. 8-inch sanitary sewer will be extended from Buck Hill Road to the west plat boundary providing service to the adjacent properties. City sanitary sewer lift station No. 26 is under construction in conjunction with Sundance Medical. One medical building shall be allowed a connection to the existing sanitary sewer until such time the lift station is constructed and operational. 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 Medical includes the construction of privately owned and maintained watermain. 8-inch watermain will be extended from Buck Hill Road to the west plat boundary providing service to the adjacent properties. 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 Medical 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 Medical includes the construction of one privately-owned and maintained stormwater management basin to collect and treat the stormwater runoff generated from the site. The basin shall be a temporary construction until the lot to the north of the Sundance Medical subdivision is final platted, at which point the infiltration basin shall be reconstructed. The basin will outlet to the south into the existing storm sewer along 162nd SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE MMEEDDIICCAALL PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 44,, 22002244 PPAAGGEE 44 OOFF 55 Street West (CSAH 46). The Developer shall enter into a maintenance agreement and grant an easement to the City over the private stormwater improvements. The stormwater management design shall be consistent with City ordinance requirements. Additional stormwater management improvements will be required for the development of Outlots A and B at the time they are preliminary platted. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Sundance Medical 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 Medical includes the construction of a private storm sewer system. The privately owned and maintained storm sewer will be located within the private street and stormwater basin on Outlot B. Draintile construction is required in areas of non-granular soils within Sundance Medical 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 Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be collected with the Sundance Medical final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. A buffer yard or visual screen is not required with Sundance Medical as a commercial phase of development. SSUUNNDDAANNCCEE LLAAKKEEVVIILLLLEE MMEEDDIICCAALL PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 44,, 22002244 PPAAGGEE 55 OOFF 55 FEMA FLOODPLAIN ANALYSIS Sundance Medical 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 Medical shall be submitted prior to 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 subject to the requirements and stipulations within this report.