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HomeMy WebLinkAboutItem 09a - Heritage Commons 10th AdditionCity of Lakeville Community Development Memorandum To: Planning Commission Heather Botten June 16, 2025 Packet Material for the June 26, 2025 Planning Commission Meeting Heritage Commons 10thAddition: 1. Preliminary plat of a one lot, two outlot subdivision to be known as Heritage Commons 10th Addition. 2. Planned unit development amendment to add property to the Heritage Commons PUD. 3. Conditional use permit for two convenience restaurants. 4. Vacation of public drainage and utility easements. July 7, 2025 Representatives of HVP V Epic Heritage, LLC and SMNDT 1, LLC have submitted applications for a preliminary plat, planned unit development amendment, conditional use permit, and vacation of easement for the development to be known as Heritage Commons 10th Addition. The property is located north of 202nd Street (CSAH 50), south of Heritage Drive and east of Dodd Boulevard. The requests include a preliminary plat for one lot, two outlot subdivision, planned unit development to add 0.14 acres of land from the Lake Marion Collision property into the Heritage Commons PUD, and a conditional use permit for two convenience restaurants. The plat is 3.74 gross acres in size. Chipotle and Starbucks are proposed on Lot 1 (1.38 acres). Outlot A (2.17 acres) is a future development parcel and Outlot B (0.03 acres) will be consolidated by administrative subdivision with the property owned by Lake Marion Collision. A portion of the subject property is currently platted as Outlot A, Heritage Commons 6th Addition. The perimeter drainage and utility easements on the parent parcel are proposed to be vacated and then dedicated on the new plat. 2 The Heritage Commons 10th Addition preliminary plat and the development plans have been reviewed by Engineering and Environment Resources Division staff as well as the City Forester. The Dakota County Plat Commission has also reviewed the preliminary plat. A. Location Map B. Zoning Map C. Preliminary Plat D. Existing Conditions E. Site Plan F. Grading and Drainage Plan G. Landscape Plan H. Lighting Photometric Plan I. Building Elevation Plans J. Easement Vacation Depiction K. Dakota County Plat Commission letter dated April 23, 2025 The Heritage Commons PUD commercial development plan has progressed over several phases since the initial development phase was approved in 1999. The proposed preliminary plat is the tenth addition of the Planned Unit Development. The Heritage Commons 10thAddition property is located in Planning District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive Land Use Plan. The proposed convenience restaurant uses are consistent with the commercial designation of the Comprehensive Land Use Plan. The Heritage Commons 10thAddition property is zoned PUD, Planned Unit Development District with an underlying C-3, General Commercial District zoning. North Heritage Drive and Lake Marion Commercial C-3, General South 202nd Street (CSAH 50) and Commercial C-3, General 3 East O’Reilly Auto Commercial PUD, Planned Unit West Dodd Blvd (CSAH 9) and Commercial C-3, General Commercial No public street construction or other public funded infrastructure construction is proposed with the Heritage Commons 10th Addition. All streets, sanitary sewer, water and storm sewer improvements required for the area of the development were installed by the developer with the Heritage Commons development in 2001. The Heritage Commons 10th Addition plat proposes one lot and one future buildable outlot. The following C-3 District lot requirements pertain to this final plat: Both buildable lots within the plat exceed the minimum lot requirements in the underlying C-3 District. There are two outlots proposed with the plat. Outlot A will be for future commercial development and Outlot B will be combined with Lake Marion Collision by administrative subdivision as a condition of the final plat. No new street construction is proposed with the Heritage Commons 10thAddition plat. The property is adjacent to Dodd Blvd (CSAH 9), Heritage Drive, and 202nd St (CSAH 50). The developer is dedicating the necessary right-of-way as required by Dakota County. Access to the lot will be by shared access from Heritage Drive which is classified as minor collector road in the Comprehensive Transportation Plan. A shared access is proposed over Outlot A to connect to the O’Reilly parcel to the east. Eight-foot-wide concrete sidewalks are in place along Heritage Drive, 202nd Street and Dodd Boulevard. The applicant is proposing a sidewalk connection near the intersection of Dodd Boulevard and Kenwood Trail. No additional public sidewalks or trail construction is required with the Heritage Commons 10th Addition plat. Grading, drainage and erosion control plans have been submitted with the Heritage Commons 10th Addition preliminary plat. Alanna Sobottka, Civil Engineer and Maria Friedges, Environmental Resources Specialist have reviewed the site, 4 grading, drainage and erosion control, and utility plans. A copy of the engineering report dated June 16, 2025 is attached for your review. The Engineering Division recommends approval of the preliminary plat subject to the recommendations outlined in the report. There are no significant trees located on the subject property. There are no wetlands located on the subject property. The Park Dedication requirement have not been satisfied on the parent parcels and will be required with the final plat. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their April 23, 2025 meeting and will recommend approval of the final plat to the Dakota County Board. Development of a convenience food use with the PUD is subject to the same requirements as those within the C-3, General Commercial District. Section 11-73-7.G of the Zoning Ordinance establishes performance standards for convenience food uses. The performance standards include limiting the hours of operation from 5:00 am to 11:00 pm unless approved by CUP. Other performance standards are reviewed below. The proposed buildings meet or exceed the setback requirements of the C-3 District of: Front – 30 feet Side – 10 feet Rear – 10 feet The proposed restaurants are each a single-story structure. The buildings will not exceed the maximum building height of 35 feet allowed in the C-3 District. The setback requirements for parking are 15 feet abutting right-of-way and five feet from interior lot lines. The proposed parking stalls that will benefit Lake Marrion Collision along the shared access from Heritage Drive encroach into the required setback as does the drive area along the north lot line of Lot 1, Block 1. Flexibility from the PUD is being requested for these encroachments. To maximize the development on the property and to comply with open space and landscaping requirements, the site improvements are pushed to the north. Engineering has reviewed the encroachments and approves the location of the parking and drive areas. The proposed convenience restaurants require 51 parking spaces combined, taking into account the allowable 10% gross floor area credit and the requirement for one parking space per 80 square feet of floor area. The site plan proposes 49 parking spaces. The applicant is requesting flexibility from the minimum parking requirements due to the shared parking lot design and the peak hours of each 5 restaurant being different. Due to the shared parking layout and different peak hours, staff supports the reduced parking. Access to the site will be from Heritage Drive. Direct driveway access to 202nd Street is not permitted. An agreement for shared access between the parcels in Heritage Commons 10thAddition and Heritage Commons 6th Addition (O’Reilly Auto) is required to be executed as part of the recording of the final plat. At least 25 percent of the lot shall remain as greenspace, including trees, shrubbery, plantings or fencing. The site plan identifies that 27% percent of the site is greenspace. This complies with the greenspace requirements of the Zoning Ordinance for convenience food uses. The landscape plan proposes a mix of deciduous and ornamental trees and shrubs around the west and south portions of the site to minimize headlights shining on to the right-of- way from the drive throughs and foundation plantings around the buildings. The remaining areas will be seeded and in-ground irrigation is required. Development of the site shall include responsibility for boulevard maintenance along 202nd Street and Dodd Boulevard. The Developer must provide a security with the final plat to guarantee installation of the landscaping. The City Forester has reviewed and approved the landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. The proposed one-story drive-through restaurant buildings are proposed to be clad with exterior materials that are at least 65% Grade A material. The materials proposed comply with Zoning Ordinance requirements. A contrasting stripe of brick is shown on both buildings. The contrasting strip is a design element seen in all of the buildings in the Heritage Commons development. The drive-through window lanes include the minimum 180 feet of segregated vehicle stacking lane from the service windows. A sign permit must be issued prior to the installation of the menu board and the sign must comply with the requirements of Section 11-23-7.G.11.c of the Zoning Ordinance. . According to the adopted sign plan for Heritage Commons, the development is able to have a monument sign, up to fifteen feet in height and with a sign area of up to 80 square feet, if desired. Since the property fronts more than one street, up to two wall signs are permitted per building, not to exceed 100 square feet in sign area. All signs require approval of a sign permit prior to installation. Signs shown on the plans are illustrative only and no approvals are granted as a part of the CUP/PUD Amendment request. 6 Trash Enclosure. The trash and recycling enclosures will be located on the northern side of the property. The enclosures are proposed to be seven feet, four inches in height. The trash enclosure gate must be durable and made of maintenance-free gate. Parking lot lighting is scattered around the site and is proposed to be mounted at a height of 23 feet. No light source or combination thereof which casts light on a public street shall exceed one foot-candle meter reading as measured at the right of way or property line. All building mounted lighting must face downward onto the structure. . Any roof-mounted mechanical equipment must be screened if greater than three feet in height. Ground-mounted mechanical equipment must be screened with landscaping and/or fencing. Snow storage may not take place in required parking spaces. A Stormwater Maintenance Agreement will be required with the final plat for maintenance of the stormwater system on site. The platted perimeter drainage and utility easements within Outlot A, Heritage Commons 6th Addition are proposed to be vacated and the required easements will be platted on the Heritage Commons 10th Addition final plat. RECOMMENDATION Community Development Department staff recommends approval of the Heritage Commons 10th Addition preliminary plat, PUD amendment, conditional use permit, and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the June 16, 2025 engineering report. 2. The site shall be developed according to the plans approved by the City Council. 3. Execution of a Stormwater Maintenance Agreement shall be required between the Developer and the City of Lakeville for the maintenance of the stormwater system located on Lot 1, Block 1, Heritage Commons 10th Addition. 4. An agreement for shared driveway access shall be established between Lot 1, Block 1 and Outlot A, Heritage Commons 10th Addition and Lot 1, Block 1, Heritage Commons 6th Addition and Lake Marion Collision in conjunction with the recording of the final plat. 5. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00) P.M. 7 6. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning Ordinance requirements. 7. The City Forester has reviewed and approved the landscape plan dated May 28, 2025. Landscaping on site must be installed per the approved plan. Prior to a landscape inspection, an as-built landscape plan must be submitted to the city. 8. The Developer must provide a security with the final plat to guarantee installation of the landscaping. 9. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way. 10. Snow storage shall not occur within required parking spaces. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA HERITAGE COMMONS 10TH ADDITION CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On June 26, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of United Properties Development, LLC for a conditional use permit to allow the construction of Starbucks and Chipolte, convenience restaurants, on property currently zoned Planned Unit Development. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The subject property is located in Comprehensive Planning District 1, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Lot 1, Block 1, Heritage Commons 10th Addition, Dakota County, Minnesota 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: Finding: The proposed convenience restaurants use is consistent with the guided commercial use of the property. 2 Finding: The proposed convenience restaurants will be compatible with the existing and future land uses in the area. Finding: Provided compliance with the stipulations of the conditional use permit and PUD amendment, the proposed use will conform to all other performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed uses can be accommodated with existing public services and will not over burden the City’s service capacity. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated June 16, 2025, prepared by Heather Botten, Senior Planner is incorporated herein. The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Senior Planner, Heather Botten dated June 16, 2025. LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Tina Goodroad, Community Development Director Julie Stahl, Finance Director Zach Johnson, City Engineer David Mathews, Building Official June 16, 2025 Heritage Commons 10th Addition • Preliminary Plat • Preliminary Grading and Erosion Control Plan • Preliminary Landscape Plan • Preliminary Utility Plan HVP V Epic Heritage, LLC has submitted a final plat named Heritage Commons 10th Addition. The parent parcels (PID Nos. 223203000010, 220290025018, and part of 220290025016) consist of a metes and bounds parcel, Outlot A, Heritage Commons 6th Addition, and a section of a secondary metes and bounds parcel. It is zoned PUD, Planned Unit Development. The proposed development is located east of and adjacent to Dodd Boulevard, north of and adjacent to 202nd Street (CSAH 50), and south of and adjacent to Heritage Drive. The final plat consists of one (1) commercial lot and two (2) outlots within one (1) block on 3.74 acres. The outlots created with the final plat shall have the following use: Outlot A: Future Development; retained by Developer (2.17 acres) Outlot B: Driveway and Open Space, to be deeded to Lake Marion Collision (0.03 acres) The proposed development will be completed by: HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 22 OOFF 55 Developer: HVP V Epic Heritage, LLC Engineer: Contour Civil Design The site was previously utilized as a gas station that has since been demolished. Two existing shared access driveways are located on the west and northeast sides of the parcel. There are no existing wetlands or trees located in or near the parcel. The site is located within the South Creek Stormwater District with the site generally draining southwest to northeast. Dodd Boulevard (CSAH 9) Heritage Commons 10th is located east of and adjacent to Dodd Boulevard (CSAH 9), a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The Developer is dedicating the necessary right-of-way as shown within the preliminary plat. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission on April 23, 2025 The Developer is responsible for any requirements stipulated by Dakota County. 202nd Street (CSAH 50) Heritage Commons 10th Addition is located north of and adjacent to 202nd Street (CSAH 50), a minor arterial County roadway as identified in the City’s Transportation Plan. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 23, 2025 meeting. The developer is dedicating the necessary right-of-way as shown within the preliminary plat. The Developer is responsible for any requirements stipulated by Dakota County. Heritage Drive Heritage Commons 10th Addition is located south of Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. No construction improvements are proposed with Heritage Commons 10th Addition final plat. Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. The Park Dedication requirement has not been satisfied on the parent parcels and will be required with the final plat. HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 33 OOFF 55 Development of Heritage Commons 10th Addition does not include the construction of public trails or sidewalks. Existing sidewalks are located along Dodd Boulevard and 202nd Street adjacent to the plat. Heritage Commons 10th Addition is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor monitored by meter M649 and continue to the Empire Wastewater Treatment Facility. An existing sanitary sewer manhole extends to the northeast portion of the parcel. Development of Heritage Commons 10th Addition includes the extension of 6-inch sanitary sewer service to provide service to Lot 1, Block 1. The Sanitary Sewer Availability Charge will be required to be paid with the building permit application. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans. An existing 8-inch watermain stub extends into the parcel from Heritage Drive on the northeast portion of the parcel. Development of Heritage Commons 10th Addition includes the extension of 6-inch watermain to provide service to the development. Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. Heritage Commons 10th Addition is located within subdistricts SC-094 and SC-169 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. Development of Heritage Commons 10th Addition will include the construction of one privately owned and maintained underground stormwater infiltration system located within Lot 1, Block 1, Heritage Commons 10th Addition. The Developer shall sign a stormwater maintenance agreement for the underground stormwater system and dedicate a drainage and utility easement over the stormwater management area prior to the recording of the final plat. The underground stormwater HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 44 OOFF 55 system will provide water quality treatment, volume reduction, and rate control of the stormwater runoff generated from the proposed site improvements. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. Heritage Commons 10th Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. A grading permit for Heritage Commons 10th Addition will not be approved until a suitable soil report for the site outlining any potential contamination is submitted to the City for review. Privately owned and maintained storm sewer will be constructed with Heritage Commons 10th Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 10th Addition will convey runoff to the privately owned and maintained underground stormwater system. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. Heritage Commons 10th Addition is shown on the Flood Insurance Rate Map (Map Nos. 27037C0192E; Eff. Date 12/2/2011) 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. There are no wetlands on the site. HHEERRIITTAAGGEE CCOOMMMMOONNSS 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 1166,, 22002255 PPAAGGEE 55 OOFF 55 TTRREEEE PPRREESSEERRVVAATTIIOONN There are no trees within the parent parcel. The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The permit requires that all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s 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. Changes made throughout construction must be documented in the SWPPP. An on-site preconstruction meeting shall be held with the City prior to work commencing on the site. No grading can take place until the City has reviewed and approved the SWPPP for the site. The MS4 Administration Fee has not been collected on the parent parcel and must be paid with the final plat. Engineering recommends approval of the Heritage Commons 10th Addition preliminary plat, preliminary grading and erosion control plan, preliminary utility plan, and landscape plan subject to the requirements and stipulations within this report. Dakota County, Maxar, Microsoft City of Lakeville Heritage Commons 10th Addition Site Location Map EXHIBIT A DO D D B L V D ( C S A H 9 ) 202ND ST (CSAH 50) Site Location HERITAGE DR ID E A L I C A V E ± ICENIC WAY 202 N D S T City of Lakeville Heritage Commons 10th Addition Zoning Map EXHIBIT B DO D D B L V D ( C S A H 9 ) 202ND ST (CSAH 50) Site Location HERITAGE DR ID E A L I C A V E ± PUD C-3 C-3 C-3 P/OS ICENIC WAY 202 N D S T PUD PUD PUD C-3 C-1 RM-1 RH-1 (S3 8 ° 4 0 ' 4 4 " E ) EP EP EM TP > | | | | | | | | | | | | | | >>>>>>>> >> >> >> >> >> >> >> >> SS S HYD HYD HYD E E E E E E TP TP TP TP T-B U R T-B U R T-B U R T-B U R T-B U R T-BU R T-BUR > > > > > > > > > > > > > > > > > >>>>>>>>>>> > > > H.H. >>> FO- B U R FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR H.H. E-OH E-OH E-OH E-OH E-OH E-OH E-OH E-OH E-OH E-OH E-OH E-OH | | | | | | | |||||| | | STE STE STE STE STE STE |||||||| > STOP || T-BUR T-BUR T-BUR E-B U R E-B U R E-B U R E-B U R E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BU R E-BU R E-BU R E-BU R E-BU R E-BU R E-BU R E-BU R E-BUR E-BUR E-BUR E-BUR E-BU R E-BU R E-BU R E-BU R E-BU R E-BU R E-BU R E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR E-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GM > > > > > > > > > > PLM PLM PLM EXISTING BUILDING RIP RAP 122.00 DRAINAGE & UTILITY EASEMENT 10 10 S64°26 ' 2 5 " E 8 0 . 0 0 S37 ° 5 5 ' 3 6 " E 6 8 . 0 0 S0 0 ° 1 0 ' 0 4 " E 2 0 0 . 2 1 S89°32'57"W 77.80 N37 ° 5 5 ' 4 0 " W 1 8 3 . 1 9 12.68 N0 0 ° 0 2 ' 1 2 " E 9 9 . 7 1 12 0 . 0 2 LOT 1 OUTLOT A BLOCK 1 DAKOTA C.S. A . H . N O . 5 0 (202ND STRE E T W E S T ) DA K O T A C . S . A . H . N O . 9 (D O D D B O U L E V A R D ) N0 0 ° 0 0 ' 2 9 " W 2 9 8 . 6 5 N89°59'31"E 156.92 N14 ° 4 9 ' 4 8 " E 25. 7 9 R=1814.86 L=165.13 Δ=5°12'48" R=4 3 5 . 0 0 L = 1 4 . 4 2 Δ = 1 ° 5 4 ' 0 0 " C.B . = S 1 3 ° 5 2 ' 4 8 " W R=300.00 L=48.36Δ=9°14'11" C.B.=N52°26'23"W N47° 4 9 ' 1 8 " W 7 2 . 3 5 R=684.00L=247.17Δ=20°42'15"C.B.=S58°10'25"E N24 ° 0 5 ' 5 5 " E 1 4 5 . 6 2 S0 0 ° 0 2 ' 1 2 " W 25 . 2 6 N37 ° 5 5 ' 4 2 " W 1 5 7 . 6 6 N0 0 ° 0 2 ' 1 2 " E 1 2 0 . 0 2 S89°57'48"E 248.69 N0 0 ° 0 2 ' 1 2 " E 1 5 0 . 0 3 R=1839.86 L=140.00 Δ=4°21'36"C.B.=S79°38'08"E 986985984 986 987 986 980 984 985 984 983 984 980 985 982 980 982 983 984985 985985 985 30' 30' 30 ' 10' 10 ' BUILDINGSETBACK LINE 15' 15' 15' PARKINGSETBACK LINE BUILDING SETBACK LINEBUILDING SETBACK LINES PARKING SETBACK LINE 60 . 0 0 N0 5 ° 2 4 ' 5 4 " E 1 5 8 . 0 4 N24 ° 0 5 ' 5 5 " E 25.3 9 224.73 PR O P O S E D A C C E S S E A S E M E N T 10 10 5 5 5 37.6 4 80.3 3 39.6 9 25 . 2 6 DRAINAGE & UTILITY EASEMENT 10' DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPOSED ACCESS EASEMENT 100' 75 ' R=1814.86 L=208.46 Δ=6°34'52"C.B.=S84°59'35"E L=223.07 Δ=7°02'32" 23.97 75 ' 80 ' S89°57'48"E 50.85 S0 0 ° 0 2 ' 1 2 " W 1 1 8 . 7 8 L=150.53 Δ=4°45'08" 10' S13 ° 5 7 ' 1 3 " W 3 0 . 7 8 S0 0 ° 0 2 ' 1 2 " W 1 0 2 . 9 0 S89°57'48"E 194.89 N00°02'12"E3.15 OUTLOT B N0 0 ° 2 0 ' 5 5 " E 1 4 9 . 6 9 27 . 0 0 12 2 . 6 9 R=35.00 L=40.54 Δ=66°21'30" 5 EXISTING BUILDING PR O P O S E D P A R K I N G E A S E M E N T 20' 20' FILE:..\230328\500 Drawings\Survey\230328P.dwg HERITAGE COMMONS 10TH ADDITIONPRELIMINARY PLAT OF: 324 Garfield St. South | Cambridge, MN 55008 763.219.1235 | LHBcorp.com I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota. Kyle J. Roddy , MN PLS 42627 Signature:Date:05/14/2025 COUNTY OF DAKOTA CITY OF LAKEVILLE SEC. 29, T. 114, R. 20 0 4020 (SCALE IN FEET) OWNER & SUBDIVIDER HVP V EPIC Heritage, LLC 515 Congress Avenue Suite 1925 Austin, Texas 78701 FLOOD ZONE This parcel is shown on Flood Insurance Rate Map 27037C0192E as being within flood zone 'X',which is defined as an area determined to be outside the 0.2% (500yr) annual chance floodplain. ZONING DISTRICT SETBACK REQUIREMENTS (Verify with the City of Lakeville) Front / Abutting Public Street:30 Feet Side / Interior Lot Lines:10 Feet Parking: 15 Feet From Public Right of Way5 Feet Interior Sign Setback:15 Feet From Any Property Line The subject property is located in a PUD Planned Unit Development district. PROPERTY DESCRIPTION VICINITY MAP LAKEVILLE, MN "NO SCALE" DO D D B L V D IB E R I A A V E HO L Y O K E A V E 202ND ST W HU N T E R C T IB E R I A A V E 203RD ST W HOME FIRE WAY HERITAGE DR DAKOTA COUNTY 50 HO Y A C T HO M E S T E A D C T BEING 10 FEET IN WIDTH AND ADJOINING STREET LINES AND BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES UNLESS NOTED OTHERWISE SHOWN ON THE PLAT. DRAINAGE & UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) NW 1/4 OF NE 1/4 SW 1/4 OF NE 1/4 NE 1/4 OF NW 1/4 SE 1/4 OF NW 1/4 IC E F A L L TR A I L SEC. 29, TOWNSHIP 114, RANGE 20 (PID 223203000010) Outlot A, HERITAGE COMMONS 6TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. AND (PID 220290025018) That part of the NE 1/4 of the NW 1/4 of Section 29, Township 14, Range 20, Dakota County, Minnesota, described as follows: Commencing at the Northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing along the East line of the said NE 1/4 of the NW 1.4 a distance of 1264.28 feet to the Northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line, a distance of 735.70 feet; thence Westerly along the said highway right-of-way line on a tangential curve to the right having a radius of 1839.86 feet, a distance of 277.30 feet to the actual point of beginning; thence continue Westerly along the said highway right-of-way line and along the afore described curve to the right having a radius of 1839.86 feet, a distance of 140.00 feet to the point where said right-of-way line deflects to the Northwest; thence North 38 degrees 40 minutes 44 seconds West along said right-of-way line a distance of 157.66 feet to the point where said right-of-way line deflects to the North; thence North 00 degrees 42 minutes 52 seconds West along said right-of-way line a distance of 120.00 feet; thence North 89 degrees 17 minutes 08 seconds East a distance of 121.99 feet; thence South 38 degrees 40 minutes 44 seconds East a distance of 183.19 feet; thenceSouth 00 degrees 42 minutes 52 seconds East distance of 124.97 feet to the actual point of beginning, Dakota County, Minnesota. AND (Pt of PID 220290025016) That part of the NE 1/4 of the NW 1/4 of Section 29, Township 114, Range 20, Dakota County, Minnesota, described as follows: Commencing at the northeast corner of said NE 1/4 of the NW 1/4 of Section 29; thence South 00 degrees 17 minutes 49 seconds East, assumed bearing, along the east line of said NE 1/4 of the NW 1/4 a distance of 1264.28 feet to the northerly right-of-way line of Minnesota Trunk Highway No. 50; thence South 88 degrees 47 minutes 53 seconds West, along said highway right-of-way line a distance of 625.20 feet; thence North 00 degrees 17 minutes 49 seconds West, parallel with the east line of said NE 1/4 of the NW 1/4 a distance of 200.15 feet; thence South 89 degrees 05 minutes 27 seconds West a distance of 374.36 feet to the point of beginning; thence North 65 degrees 11 minutes 20 seconds West a distance of 80.00 feet; thence North 38 degrees 40 minutes 44 seconds West a distance of 68.00 feet to a point on the easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983, and recorded in the Dakota County Recorder's Office as Document No. 643428; thence North 89 degrees 17 minutes 08 seconds East along said easterly extension of the north line of the property described on Warranty Deed dated September 27, 1983 and recorded as Document No. 643428 a distance of 114.02 feet to a point on a line that bears North 00 degrees 42 minutes 52 seconds West from the actual point of beginning; thence South 00 degrees 42 minutes 52 seconds East a distance of 88.08 feet to the actual point of beginning, according to the United States Government Survey thereof and situate in Dakota County, Minnesota. SITE >> | > E-BUR GAS FO-BUR T-BUR EM HYD G S STE STOP TP DENOTES FOUND IRON PIPE DENOTES FOUND MAGNETIC NAIL DENOTES FOUND REBAR DENOTES SET IRON PIPE DENOTES EXISTING ROAD SIGN DENOTES EXISTING STOP SIGN DENOTES EXISTING STORM MANHOLE DENOTES EXISTING CATCH BASIN DENOTES EXISTING SANITARY MANHOLE DENOTES EXISTING HYDRANT DENOTES EXISTING WATER VALVE DENOTES EXISTING TELEPHONE/FIBER PEDESTAL DENOTES EXISTING GAS MANHOLE DENOTES EXISTING LIGHT POLE DENOTES EXISTING POWER POLE DENOTES EXISTING ELECTRIC METER DENOTES EXISTING ELECTRIC VAULT DENOTES EXISTING PIPELINE MARKER DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATERMAIN DENOTES EXISTING STORM SEWER DENOTES EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING UNDERGROUND GAS LINE DENOTES EXISTING UNDERGROUND FIBER OPTIC LINE DENOTES EXISTING UNDERGROUND TELEPHONE LINE DENOTES AREA OF B ITUMINOUS DENOTES AREA OF CONCRETE LEGEND PLM TAX PARCEL INFORMATION: PID 223203000010 - Outlot A, HERITAGE COMMONS 6TH ADDITION PID 220290025018 - Pt. of the NE 1/4 of the NW 1/4 of Section 29 Pt. of PID220290025016 - Pt. of the NE 1/4 of the NW 1/4 of Section 29 LOT AREAS Lot 1, Block 1:60,191 s.f. / 1.38 Acres Outlot A:94,349 s.f. / 2.17 Acres Outlot B:1,212 s.f. / 0.03 Acres Right of Way:6,996 s.f. / 0.16 Acres Total Area:162,748 s.f. / 3.74 Acres EXHIBIT C 986984 986 987 986 984 984 983 984 982 982 983 984 985 980 985 980 985 980 985 985985 985 EXISTING BUILDING EXISTING BUILDING 24 2 SAWCUT BITUMINOUS SAWCUT BITUMINOUS SAWCUT & MILL BITUMINOUS EDGE SAWCUT & MILL BITUMINOUS EDGE COORDINATE W/UTILITY COMPANY FOR RELOCATION OF ELECTRIC REMOVE CONCRETE CURB & GUTTER (TYP) REMOVE CONCRETE CURB & GUTTER (TYP) REMOVE CONCRETE CURB & GUTTER (TYP) REMOVE CONCRETE CURB & GUTTER (TYP) REMOVE BITUMINOUS PAVEMENT (TYP) REMOVE BITUMINOUS PAVEMENT (TYP) PROTECT UTILITIES DURING CONSTRUCTION (TYP) PROTECT UTILITIES DURING CONSTRUCTION (TYP) RICHARD J . A M E S M E M O R I A L H I G H W A Y (CSAH NO. 5 0 ) DO D D B O U L E V A R D ( C S A H N O . 9 ) HER I T A G E D R I V E SHEET NUMBER JOSEPH T RADACH PENAME: SIGNATURE: DATE: 01/28/25 LIC #: 45889 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 P. O . B O X 8 9 , R O C K F O R D , M I N N E S O T A 5 5 3 7 3 TE L : 6 1 2 . 7 3 0 . 2 2 6 5 | W W W . C O N T O U R C D . C O M OW N E R RE V I S I O N S 1. 05 / 2 8 / 2 5 C I T Y C O M M E N T S 3. 4. 5.6.7. IS S U E D A T E : 0 1 / 2 8 / 2 5 c: \ u s e r s \ c o n t o u r c i v i l \ d r o p b o x \ p c \ d e s k t o p \ c o n t o u r \ _ j o b s \ 2 4 0 1 6 - l a k e v i l l e r e s t a u r a n t s \ c a d \ 2 4 0 1 6 _ r e m o v e . d w g 05 / 2 7 / 2 5 BY : J T R 2C D E V E L O P M E N T , L L C 11 9 8 5 T e c h n o l o g y D r i v e , S u i t e 1 1 0 Ed e n P r a i r i e , M N 5 5 3 4 4 HE R I T A G E C O M M O N S RE S T A U R A N T S La k e v i l l e , M i n n e s o t a 2. < SCALE IN FEET > 0 Know what's below.before you dig.Call R EXISTING PROPOSED EASEMENT LINE PROPERTY LINE STORM SEWER CURB LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LEGEND SANITARY SEWER WATER MAIN CONCRETE WALK/STOOP BENCHMARK UNDERGROUND ELECTRIC UNDERGROUND GAS EX I S T I N G C O N D I T I O N S & R E M O V A L S P L A N C1.1 MINNESOTA DEPARTMENT OF TRANSPORTATION CONTROL DISC NAMED 1914H ELEVATION: 959.11 (NAVD 88) UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC OVERHEAD ELECTRIC EXISTING CONDITIONS NOTES 1. EXISTING CONDITIONS BASED ON DRAFT PRELIMINARY PLAT DRAWING PREPARED BY LHB DATED 11/22/24. REMOVAL PLAN NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. UTILITY QUALITY LEVEL D PER CI/ASCE 38-02. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE ACTIVITIES WITH THE UTILITY COMPANIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SAWCUTS SHALL BE FULL-DEPTH CUTS. 6. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BE COORDINATED WITH AND APPROVED BY DAKOTA COUNTY. ANY WORK IN DAKOTA COUNTY RIGHT OF WAY REQUIRES A PERMIT. AS NOTED STORM CATCH BASIN STORM MANHOLE OTHER SYMBOLSSEE SURVEY HYDRANT GATE VALVE LIGHT POLE ELECTRIC MANHOLE EXHIBIT D DI G I T A L PI C K U P AH E A D RICHARD J . A M E S M E M O R I A L H I G H W A Y (CSAH NO. 5 0 ) DO D D B O U L E V A R D ( C S A H N O . 9 ) HER I T A G E D R I V E PROPOSED BUILDING 1 PROPOSED BUILDING 2 10 7 7 7 7 7 4 EXISTING BUILDING EXISTING BUILDING182440244024187.534.961216.8 66 . 8 15 33 1014 12 12 12 12 12 55.5 43 . 1 8 20.2 18 24 24 24 24 22 29.7 9 TY P 12 15 10 2. 5 12 12 20 R5 R5 R15 R8 R4 R3 R4 R3 0 R35 R30 R3 8 R3 0 R4 R1 5 R3 R15 R15 R4 R4 R20 R25 R2 0 R25 R6 R4 R4 R3 R9 4 R7 0 15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 10 7.7 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 5 3 3 3 3 3 6.7 4 4 4 4 5 5 6 BEGIN 5 6 END 5 6 BEGIN 5 6 END 7 7 7 7 7 7 8 TYP 9 TYP 9 9 9 9 8 1010 11 TYP 12 TYP 12 TYP 12 TYP 12 TYP 13 13 15 15 16 17 18 19 20 7 20 20 20 21 21 22 23 24 25 26 26 26 26 26 A B B A A D C E 14 14 14 14 14 14 14 14 23 30 SHEET NUMBER JOSEPH T RADACH PENAME: SIGNATURE: DATE: 01/28/25 LIC #: 45889 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 P. O . B O X 8 9 , R O C K F O R D , M I N N E S O T A 5 5 3 7 3 TE L : 6 1 2 . 7 3 0 . 2 2 6 5 | W W W . C O N T O U R C D . C O M OW N E R RE V I S I O N S 1. 05 / 2 8 / 2 5 C I T Y C O M M E N T S 3. 4. 5.6.7. IS S U E D A T E : 0 1 / 2 8 / 2 5 c: \ u s e r s \ c o n t o u r c i v i l \ d r o p b o x \ p c \ d e s k t o p \ c o n t o u r \ _ j o b s \ 2 4 0 1 6 - l a k e v i l l e r e s t a u r a n t s \ c a d \ 2 4 0 1 6 _ s i t e . d w g 05 / 2 7 / 2 5 BY : J T R 2C D E V E L O P M E N T , L L C 11 9 8 5 T e c h n o l o g y D r i v e , S u i t e 1 1 0 Ed e n P r a i r i e , M N 5 5 3 4 4 HE R I T A G E C O M M O N S RE S T A U R A N T S La k e v i l l e , M i n n e s o t a 2. < SCALE IN FEET > 0 Know what's below.before you dig.Call R EXISTING PROPOSED EASEMENT LINE PROPERTY LINE STORM SEWER CURB LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LEGEND SANITARY SEWER WATER MAIN CONCRETE WALK/STOOP BENCHMARK SI T E P L A N C2.1 MINNESOTA DEPARTMENT OF TRANSPORTATION CONTROL DISC NAMED 1914H ELEVATION: 959.11 (NAVD 88) 1. ALL DIMENSIONS ARE TO FACE OF CURB AND OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 3. TYPICAL PARKING STALLS ARE 9' X 18' UNLESS OTHERWISE NOTED. 4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. 5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALL PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINTS:WALKS @ 8' SPACING OTHERS @ 10' SPACING SAWCUT CONTROL JOINTS MINIMUM 14 CONCRETE THICKNESS. EXPANSION JOINTS: WALKS @ 24' SPACING OTHERS @ 40' SPACING PROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT. DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX. KEYNOTES SITE PLAN NOTES SITE DATA STANDARD STALLS: HANDICAP STALLS: TOTAL STALLS: PARKING SUMMARY LAND USE DESIGNATION: EXISTING ZONING: PROPOSED ZONING: PARCEL AREA: IMPERVIOUS AREA: BUILDING 1: BUILDING 2: PAVEMENTS: TOTAL: PERVIOUS AREA: 45 4 49 COMMERCIAL PLANNED UNIT DEVELOPMENT PLANNED UNIT DEVELOPMENT 60,191 SF 2,372 SF 4% 2,485 SF 4% 39,118 SF 64% 43,975 SF 73% 16,216 SF 27% SIGN SCHEDULE A. HANDICAP PARKING SIGN ON: R7-8m W/R7-8b (12" X 18") 6" BOLLARD B. NO PARKING SIGN ON: R8-3a (12" X 18") 6" BOLLARD C. MOBILE ORDER PICKUP SIGN: PER TENANT D. DIGITAL ORDER PICKUP SIGN: PER TENANT ON 6" BOLLARD. E. THANK YOU/EXIT SIGN: PER TENANT 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALL APPURTENANCES REQUIRED FOR TYPICAL INSTALLATION. 3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLID WHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT. 4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). SIGNAGE AND PAVEMENT MARKING NOTES * SEE ARCHITECTURAL SITE PLANS FOR ADDITIONAL SITE PLAN NOTES. 1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. 2. MATCH EXISTING CURB/SIDEWALK/PAVEMENT. 3. 4" CONCRETE WALK/PATIO. 4. CONCRETE PAVEMENT/APRON. 5. INTEGRAL CONCRETE WALK/CURB. 6. FLUSH CURB. 7. PEDESTRIAN CURB RAMP. 8. 6" CONCRETE FILLED PIPE BOLLARD. 9. SQUARE BOLLARD PER TENANT REQUIREMENTS. 10. TRASH ENCLOSURE. 11. 4" SOLID WHITE LINE. 12. SOLID WHITE PAVEMENT MARKING. 13. TRANSFORM PAD. FINAL LOCATION TO BE CONFIRMED BY CONTRACTOR AND ELECTRIC PROVIDER. 14. LIGHT POLE AND BASE. 15. CLEARANCE/HEIGHT RESTRICTION BAR PER TENANT. 16. PRE-MENU BOARD PER TENANT. 17. DRIVE-THRU ORDER SCREEN WITH CANOPY PER TENANT. 18. ORDER MENU PER TENANT. 19. 4 FT. MAINTENANCE FREE PRIVACY FENCE, COLOR TO MATCH BUILDING. 20. SOLID WHITE CROSSWALK PAVEMENT MARKINGS. 21. LOOP DETECTOR PER TENANT. 22. MONUMENT SIGN. 23. DIRECTIONAL SIGN. 24. BITUMINOUS ROLL CURB. 25. POURED CONCRETE STEPS. 26. 3 FT. TAPER OUR CURB. STORM CATCH BASIN UNDERGROUND ELECTRIC STORM MANHOLE UNDERGROUND GAS OTHER SYMBOLSSEE SURVEY HYDRANT GATE VALVE LIGHT POLE UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC OVERHEAD ELECTRIC ELECTRIC MANHOLE EXHIBIT E D HY RICHARD J . A M E S M E M O R I A L H I G H W A Y (CSAH NO. 5 0 ) DO D D B O U L E V A R D ( C S A H N O . 9 ) HER I T A G E D R I V E 986984 986 987 986 984 984 983 984 982 982 983 984 985 980 985 980 985 980 985 985985 985 INSTALL ROCK CONSTRUCTION ENTRANCE AFTER PAVEMENT REMOVALS EXISTING BLDG FFE = ± 986.5 EXISTING BLDG FFE = ± 982.5 84 . 1 84.5 83.9 4 STEPS 83.6 83.0 82.8 82.6 83.7 83.7 84.3 84.3 84.4 84.6 84.6 84.8 84.5 85.7 85.3 85.7 85.6 85.285.3 85.8 85.4 85.7 85.7 85.885.8 86.0 85.785.886.0 86.2 86.3 86.1 86.0 85.9 86.386.5 86.5 85.7 85.4 85.1 85 . 3 86.1 86.1 86.0 85 . 7 85.6 85.8 86.0 86.0 86.1 85.7 85.2 85.3 85.0 85.3 84.8 85.0 85.2 85.5 84.0 84.4 T 86.4 G 86.4 T 86.5 G 86.5 PROPOSED BUILDING FFE = 986.65 PROPOSED BUILDING FFE = 986.25 T 85.5 G 85.0 T 84.8 G 84.8 85.9 85.5 86.2 T 86.1 G 86.1 T 86.1 G 86.1 T 86.0 G 86.0 85.7 86.186.1 85.9 86.2 84.7 84.7 85.0 85.6 85.0 85.3 85.1 85.5 86.4 86.4 84.8 RID G E 85 . 9 86.1 83.5 83.8 85.6 EOF 85.6 85.2 EOF 85.0 EOF 85.2 EOF 85.6 48" PERFORATED CMP SYSTEM ROCK IE: 978.2 PIPE IE: 978.7 WQ HWL: 979.8 10 YR HWL: 981.3 100 YR HWL: 983.2 VOLUME: 12,889 CF 98 2983984 985 98 5 985 98 5 98 5 98 6 986 984 98 4 986 985 98 4 98 4 986 985 98 6 985 986 98 7 986 1. 7 % 1. 7 % 1. 7 % 1.5 % 1.5 % 1. 8 % 1. 8 % 1.7% 1.7% 1.7% 1.8%1.8%0.7% 2.3% 2.3% 2.3% 2.5% 2. 2 % 1.6% 1.7% 1.5% 2.2% 2. 6 % 1.7 % 2.0% 0. 8 % 2.7% 2.7% 2.1% 0.9 % 0. 5 % 0.6% 0.6% 1.5% 0.9 % 1.0% 1.8% 1. 8 % 1.2% 1.2% 1.4 % 1. 7 % 2. 0 % 0.5 % 0.5% 986 984 85.5 985 985 985 1.8% 1.9% 81.2 81.4 84.4 84.4 85.4 84.7 83.3 83.4 84.3 84.9 85.0 85.5 85.8 85.8 86.2 86.8 87.4 87.6 87.2 86.6 87.0 B/C 86.8 B/C 87.0 B/C 86.9 B/C 83.7 83.4 83.9 84.0 83.8 83.8 83.7 83.6 83.4 83.4 83.4 83.6 87.0 B/C 87.0 B/C 87.1 86.1 84.384.5 SILT FENCE (TYP) SILT FENCE (TYP) TIP-OUT CURB (TYP ) TIP-OUT CURB (TYP ) TIP-OUT CURB (TYP ) 80.8 81.2 82.2 83.3 82.3 SILT FENCE (TYP) EOF 83.8 SHEET NUMBER JOSEPH T RADACH PENAME: SIGNATURE: DATE: 01/28/25 LIC #: 45889 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 P. O . B O X 8 9 , R O C K F O R D , M I N N E S O T A 5 5 3 7 3 TE L : 6 1 2 . 7 3 0 . 2 2 6 5 | W W W . C O N T O U R C D . C O M OW N E R RE V I S I O N S 1. 05 / 2 8 / 2 5 C I T Y C O M M E N T S 3. 4. 5.6.7. IS S U E D A T E : 0 1 / 2 8 / 2 5 c: \ u s e r s \ c o n t o u r c i v i l \ d r o p b o x \ p c \ d e s k t o p \ c o n t o u r \ _ j o b s \ 2 4 0 1 6 - l a k e v i l l e r e s t a u r a n t s \ c a d \ 2 4 0 1 6 _ g r a d e . d w g 05 / 2 7 / 2 5 BY : J T R 2C D E V E L O P M E N T , L L C 11 9 8 5 T e c h n o l o g y D r i v e , S u i t e 1 1 0 Ed e n P r a i r i e , M N 5 5 3 4 4 HE R I T A G E C O M M O N S RE S T A U R A N T S La k e v i l l e , M i n n e s o t a 2. < SCALE IN FEET > 0 Know what's below.before you dig.Call R EXISTING PROPOSED EASEMENT LINE PROPERTY LINE STORM SEWER CURB LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LEGEND SANITARY SEWER WATER MAIN CONCRETE WALK/STOOP BENCHMARK 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF LAKEVILLE SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. 1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDARS DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED. 5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CAT.1 EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. 6. STOCKPILES SHALL BE STABILIZED WITHIN 14 DAYS OF ROUGH GRADING OR INACTIVITY. 7. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BE COORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT. GRADING NOTES GOVERNING SPECIFICATIONS STORM CATCH BASIN UNDERGROUND ELECTRIC STORM MANHOLE UNDERGROUND GAS OTHER SYMBOLSSEE SURVEY HYDRANT GATE VALVE LIGHT POLE 5' CONTOUR 1' CONTOUR 57.157.1 SILT FENCE SPOT ELEVATION (CURB ELEVATIONS ARE TO GUTTER LINE) 985985 984984 ROCK ENTRANCE DHY GR A D I N G A N D D R A I N A G E P L A N C4.1 MINNESOTA DEPARTMENT OF TRANSPORTATION CONTROL DISC NAMED 1914H ELEVATION: 959.11 (NAVD 88) UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC OVERHEAD ELECTRIC ELECTRIC MANHOLE EXHIBIT F 986984985 985985 985 4PRE 4SWO 1JTL 1SSC 2SSC 1JTL LANDSCAPE CALCULATIONS: CONVERSATIONS WITH CITY STAFF HAS CONFIRMED THE CITY OF LAKEVILLE HAS NO QUANTIFIABLE LANDSCAPE ORDINANCE THAT DICTATES THE AMOUNT/QUANTITY OF LANDSCAPING REQUIRED FOR THESE PROJECTS. IN AN EFFORT TO ADDRESS COMMON DESIGN ISSUES, THIS LANDSCAPE PLAN WAS CREATED WITH AN EMPHASIS ON THE FOLLOWING: 1. SCREENING OF HEADLIGHTS AT KEY POINTS IN THE DRIVE-THRU LANES 2. TREES LOCATED CLOSEST TO MAIN ROADWAYS 3. A NICE MIX OF SHRUBS, ORNAMENTAL GRASSES, AND PERENNIALS AT ENTRIES & KEY PEDESTRIAN LOCATIONS. 4. THIS SITE IS CURRENTLY DEVOID OF ANY EXISTING TREES SO NO TREE PRESERVATION PLAN IS INCLUDED. PLANTE MATERIALS WILL BE INSTALLED AT THE MINIMUM SIZES SHOWN ON THE PLANT SCHEDULE. MINIMUM SIZES ARE: ·2.5" CAL. FOR DECIDUOUS TREES ·8' HEIGHT FOR CONIFEROUS TREES ·2" CAL. (or 6-7' HGT.) FOR ORNAMENTAL TREES ·18-24" SPREAD FOR CONIFEROUS SHRUBS ·18-24" SPREAD FOR DECIDUOUS SHRUBS TREE PLANTING SCHEDULE: GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS PEAT SOD ON AT LEAST 4" TOPSOIL SPECIFICATION NOTES 1.5" DIAMETER CRUSHED GRANITE ROCK MULCH OVER FILTER FABRIC N/A 0 10' 20'40' SCALE: 1" = 20'-0" NORTH OVERALL TREE PLANTING & LANDSCAPE PLAN: Registration #: Signature: I hereby certify that this plan was prepared byme or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2025 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 25-001 CITY SUBMITTAL | 01-28-2025 CITY COMMENTS | 04-15-2025 CITY COMMENTS | 05-28-2025 PK PK LANDSCAPE PLAN L1-1 InsideOAutside rchitecture Inc. 3" DEPTH UNDISTURBED NATIVE SOIL SAFETY FLAGGING IF STAKING IS USED TREE WRAP TO FIRST BRANCH SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTYIS AT THE CONTRACTOR'S DISCRETION. THE TREEAFTER PLANTING. STAKING IS SUGGESTED, BUTTREES SHALL BE PLUMB IN BOTH DIRECTIONS DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGERATES PRIOR TO PLANTING AND NOTIFYCONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FORSTANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAINSATURATE SOIL WITH WATER. DO NOTINSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACEAT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTEREDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING 4 L1-1 PLANTING DETAILS: GROUNDCOVER SCHEDULE: UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE MUST BE MAINTAIN PLUMB THOUGH THE WARRANTYIS AT THE CONTRACTOR'S DISCRETION. THE TREEAFTER PLANTING. STAKING IS SUGGESTED, BUTTREES SHALL BE PLUMB IN BOTH DIRECTIONS CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" LANDSCAPE ARCHITECT IF POOR DRAINAGERATES PRIOR TO PLANTING AND NOTIFYCONTRACTOR SHALL FIELD TEST PERCOLATION PERIOD AND CONFORM WITH A.N.A. GUIDELINES FORSTANDARD LANDSCAPE PRACTICES IS SUSPECTED REMOVE ALL FLAGGING AND LABELING COMPACT MORE THAN NEEDED TO MAINTAINSATURATE SOIL WITH WATER. DO NOTINSTALL BACKFILL IN 8-12" DEEP LAYERS & AND DISPOSE FROM SITE PRUNE ANY DAMAGED OR CROSSING BRANCHES PLUMB 2 x ROOT BALL WIDTH 4" DEEP MULCH - NO MULCH IN DIRECT CUT BACK WIRE BASKET AND REMOVE CONTACT WITH TRUNK VERIFY ROOT FLARE ELEVATION AND PLACEAT OR JUST ABOVE SURROUNDING GRADE. BURLAP FROM TOP OF BALL LOAM PLANTING SOIL BACKFILL SHALL FORM WATERING RING AT OUTEREDGE AND BE FILLED WITH WATER AT TIME OF INITIAL PLANTING PRIOR TO MULCHING NATURAL FORMS OTHER THAN LIMITED PRUNING FORFOR THIS PROJECT. TREE SPECIMENS SHOULD HAVECHRISTMAS TREE PRODUCTION CANNOT BE USEDCONIFEROUS TREES GROWN FOR COMMERCIAL HEALTHY GROWTH AND PLANT STRUCTURE. 3 L1-1 ORNAMENTAL TREES SWAMP WHITE OAKSWO Quercus bicolor SINGLE STEM2.5" CAL B&B DECIDUOUS TREES PRINCETON ELMPRE Ulmus americana 'Princeton'SINGLE STEMB&B2.5" CAL SPRING SNOW CRABAPPLESSC Malus x ' Spring Snow'B&B SINGLE STEM 1 GRANITE COBBLE 4-8" DIAMETER GRANITE COBBLE OVER FILTER FABRIC 6-8" DEPTH JAPANESE TREE-LILACJTL Syringa reticulata 'Ivory Silk'B&B SINGLE STEM O.C. PLANT SPACINGP =R =AREA PER PLANT IN SF =12"10.5"0.87 SF15"12.7"1.35 SF18"15.6"1.95 SF24"20.8"3.46 SF P = TYPICAL PLANT SPACING - SEE PLANT SCHEDULER = PLANT ROW ASSUMING TRIANGULAR SPACINGNUMBER OF PLANTS = TOTAL AREA/AREA PER PLANT PERENNIAL SPACING GUIDELINES SCALE: 3/4" = 1'-0" P R AREA PER PLANT CENTER OF PLANT R P 2 L1-1 PERENNIAL PLANTING SCALE: 3/4" = 1'-0" LOOSEN ROOTS OFPLANT MATERIAL PRIOR MULCH - 3" DEPTH EDGER - SEE SPECS. 12" DEPTH (MIN.) LOAMPLANTING SOIL VARIESSEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 5L1-1 SHRUBS PLACED SO THAT TOP MULCH - 3" DEEP - SEE SPECLANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALLCONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) OF CONTAINER SITS FLUSHWITH PROPOSED GRADE. 1 L1-1 4 4 3 2.0" CAL 2.0" CAL EXHIBIT G 986984985 985985 985 SOD SOD SOD SOD 34" ROCK MULCH 34" ROCK MULCH 34" ROCK MULCH 34" ROCK MULCH SOD 5HGS 5ARJ 3RTD 6SEJ 3KFG 4AWS 7KFG 7SEJ 5ARJ 5KFG 8KFG 6SEJ 5KFG 5PUC 3ARJ 11KFG 4AJS 4AWS 3KFG 7STD 3KFG 3TYE 3KFG 34" ROCK MULCH SOD 5SEJ 7WLC 6KFG 34" ROCK MULCH 5KFG 8KFG 3RTD 0 10' 20'40' SCALE: 1" = 20'-0" NORTH SHRUB & PERENNIAL PLANTING PLAN: Registration #: Signature: I hereby certify that this plan was prepared byme or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. Drawn By: Checked By: Sheet Title: Date: Revision: Project #: Name:Paul Kangas 26017 14165 James Road - Suite 200A Rogers, MN 55374 Phone: 612-237-8355 www.insideoutsidearchitecture.com Sheet Number: COPYRIGHT 2023 © This plan is copyrighted and shall be used only for the project shown and shall not be copied or reproduced without written permission from Inside Outside Architecture, Inc. Project Name: InsideOAutside rchitecture Inc. PLANTING SCHEDULE (THIS PAGE ONLY): COMMON NAMEQTYSYM COMMENTSCONTSIZESCIENTIFIC NAME 24" O.C. PERENNIALS AND GRASSES PURPLE CONEFLOWER KARL FOERSTER GRASS AUTUMN JOY SEDUM STELLA d' ORO DAYLILY PUC KFG STD AJS Hemerocallis x 'Stella d' Oro' Echinacea purpurea Calamagrostis x acutiflora 'Karl Foerster' Sedum x 'Autumn Joy'POT POT POT POT 1 GAL 1 GAL 2 GAL 1 GAL HOSTA - GOLD STANDARDHGS Hosta x 'Gold Standard'POT1 GAL DECIDUOUS SHRUBS POT POTANTHONY WATERER SPIREA RED TWIGGED DOGWOOD Spiraea x bumalda 'Anthony Waterer' Cornus sericea 'Bailadeline'RTD AWS 5' O.C. CONIFEROUS SHRUBS POT POT 3 GALARCADIA JUNIPER TAUNTON YEW Juniperus sabina 'Arcadia' Taunton x media 'Taunton'3 GAL ARJ TYE 5' O.C. 24" O.C. 24" O.C. 24" O.C. 18" O.C. 4' O.C. 4' O.C. 8 6 13 3 4 67 5 7 5' O.C.POT3 GALSEA OF GOLD JUNIPER Juniperus X pfitzeriana 'MonSan'DFJ 24 24" HGT 24" HGT WALKER'S LOW CATMINTWLC Nepeta faassenii 'Walker's Low'POT1 GAL 30" O.C.7 5 THE CONTRACTOR SHALL: VISIT SITE PRIOR TO SUBMITTING BID TO INSPECT INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE SCOPE OF WORK. VERIFY THE LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN OR INTENT OF THE PROJECT LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING PLANTING OPERATIONS. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. CALL GOPHER-ONE TO VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. ESTABLISH TO THEIR SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. UTILITIES, BACKGROUND INFORMATION, AND LAYOUT: ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. ADEQUATELY COMPACT ANY EXCAVATED AREAS TO AVOID FUTURE SETTLEMENT. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES THAT WOULD COMPROMISE THE DESIGN INTENT PRIOR TO BEGINNING CONSTRUCTION. 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. LANDSCAPE INSTALLATION AND PHASING: COORDINATE THE LANDSCAPING AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTINGS SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE PLANTING AREAS. PLANT MATERIALS: ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NURSERY STOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). PLANTS SHALL NOT BE STOCKPILED ON SITE ANY LONGER THAN NECESSARY AND SHALL HAVE ADEQUATE WATERING AT ALL TIMES PRIOR TO PLANTING. PLANTS THAT SHOW OBVIOUS SIGNS OF DISTRESS FROM HEAT, OR LACK OF WATER, SHALL NOT BE INSTALLED. ROOT BALLS FOR ALL TREES SHALL BE COVERED WITH MULCH WHILE AWAITING PLANTING. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE THE ROOT FLARE. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE THE ROOT FLARE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORM CONSISTENT WITH THE SPECIES. THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF ANY DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING PRIOR TO ANY DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS ARE OCCASIONALLY NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE REQUIRED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED IN ADVANCE TO DISCUSS AN ACCEPTABLE MODIFICATION.. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 8" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEA/COMPOST AND 10 PARTS SAND. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TTHEIR PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 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. EDGING AND MAINTENANCE STRIPS: BLACK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR AS INDICATED ON DRAWINGS. MULCHING: ROCK MULCH OR COBBLE SHALL BE CLEAN AND FREE OF ANY SIGNIFICANT DIRT, SOIL, OR ORGANIC MATTER THAT WILL PROMOTE WEED GROWTH. HIGH QUALITY GEOTEXTILE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12", SHALL BE PLACED UNDER ALL ROCK MULCH. ALL SHRUB BED MASSES SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 3" COMPACTED DEPTH LAYER OF BROWN SHREDDED WOOD MULCH WITH A UNIFORM TREATMENT OF PRE-EMERGENT HERBICIDE (PREEN OR EQUAL) APPLIED PRIOR TO MULCHING. ALL TREES SHALL HAVE A MULCH RING (MINIMUM 48" DIAMETER) OF 4" DEEP SHREDDED HARDWOOD MULCH WITH NONE IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDED RATES UNDER ALL MULCHED AREAS INCLUDING TREE MULCH RINGS. IRRIGATION: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. UNLESS SPECIFICALLY NOTED OTHERWISE, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SHOP DRAWING AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THE IRRIGATION SHOP DRAWINGS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. TURF OR OTHER SEEDED AREAS SHALL BE ON DIFFERENT ZONES THAN PLANTING BEDS IN ORDER TO CONTROL WATER FLOW TO DIFFERING PLANT SPECIES. IRRIGATION TRENCHES SHALL BE ADEQUATELY COMPACTED TO AVOID SETTLEMENT IN THE FUTURE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. SEEDING AND SODDING: SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED PER MNDOT SPECS UNLESS OTHERWISE NOTED. ALL SEEDED AREAS WITH SLOPES STEEPER THAN 4:1 SHALL HAVE STRAW MAT, OR OTHER SUITABLE EROSION CONTROL METHODS, IN PLACE IMMEDIATELY AFTER SEEDING. WHERE SOD OR SEED ABUTS A PAVED SURFACE, FINISHED GRADE SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD MUST BE STAKED WITH WOOD LATH OR METAL STAKES ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES. CALENDAR OR CLIMATIC RESTRICTIONS: THE PREFERRED SODDING WINDOW IS FROM AUGUST 15th - OCTOBER 15th. HOWEVER, SOD MAY BE INSTALLED AT ANY TIME PROVIDED ADEQUATE IRRIGATION COVERAGE IS AVAILABLE. IF NO IRRIGATION IS AVAILABLE, THE CONTRACTOR IS RESPONSIBLE FOR SUPPLEMENTAL WATERING AS NEEDED FOR SOD ESTABLISHMENT. THE PREFERRED FALL SEEDING WINDOW, FOR SITES WITHOUT IRRIGATION, IS FROM AUGUST 15th - SEPTEMBER 15th. DORMANT SEEDING MAY OCCUR AFTER SOIL TEMPERATURES ARE CONSISTENTLY BELOW 45 DEGREES AND SHOULD GENERALLY NOT OCCUR PRIOR TO NOVEMBER 1st. LANDSCAPE PLANTING SHOULD GENERALLY OCCUR FROM MAY 1st - JUNE 15th OR FROM SEPTEMBER 1st - OCTOBER 15th. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED, BUT CAN OCCUR WITH PROPER CARE OF NURSERY STOCK ON SITE AND WITH AMPLE WATERING. PLANTING SHALL NOT OCCUR IF TEMPERATURES ARE HIGHER THAN 85 F. DEGREES, OR IF WINDS EXCEED 15 MPH DURING PLANTING OPERATIONS. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANOR, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15th AND JULY 1st. OWNER ACCEPTANCE AND WARRANTY REQUIREMENTS THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. THE 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. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. AT A MINIMUM, THE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. THE WARRANTY (INCLUDINGT AT LEAST 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. PARTIAL ACCEPTANCE WILL NOT BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. PLANTING NOTES: GRAPHIC MATERIAL ROCK MULCH SOD BLUEGRASS PEAT SOD ON AT LEAST 4" TOPSOIL SPECIFICATION NOTES 1.5" DIAMETER CRUSHED GRANITE ROCK MULCH OVER FILTER FABRIC N/A 3" DEPTH GROUNDCOVER SCHEDULE: GRANITE COBBLE 4-8" DIAMETER GRANITE COBBLE OVER FILTER FABRIC 6-8" DEPTH HERITAGE COMMONS RESTAURANTS Lakeville, Minnesota 25-001 CITY SUBMITTAL | 01-24-2025 CITY COMMENTS | 04-15-2025 CITY COMMENTS | 05-28-2025 PK PK SHRUB & PERENNIALPLANTING PLAN L1-2 Page 1 of 1 Da t e : 1 / 2 8 / 2 0 2 5 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 " = 2 0 ' CH I P O T L E H E R I T A G E C O M M O N S Ch e c k e d B y : R o b C h a s s e Luminaire Schedule Symbol Qty Calculation Summary Label Units AvgTypeMounting Height Lum. Watts Max Min Avg/Min Max/Min Overall Site Luminaire Lumens LLF Description [MANUFAC] Fc 1.02 6.5 0.0 N.A.N.A. Parking Lot Fc 1.93 6.52P123104127920.900 NV-1-T4-48L-7-50K-UNV 20FT POLE ON 3FT BASE NLS Lighing LLC 0.5 3.86 4 P2 23 71 9159 0.900 NV-1-T2-32L-7-50K-UNV 20FT POLE ON 3FT BASE NLS Lighing LLC 2 P3-2 23 104 14872 0.900 NV-1-T5W-48L-7-50K7 20FT POLE ON 3FT BASE NLS LIGHTING 13.00 D HY RICHARD J. AMES MEMORIAL HIGHWAY (CSAH NO.50) DO D D B O U L E V A R D ( C S A H N O . 9) DI G I T A L PI CKU P AH E A D EP EP EM TP SS H YD E E E E TP TP H.H. STE STE STE 985 985985985 985 986984 986 984 983.24 FL 985.02 FL 980.05 (S) 983.75 FL 984.98 FL PLM 972.83 (E/N) 983.18 TOC 8" PVC 8" PVC D D D P1 MH: 23 P1 MH: 23 MH: 23 P2 P2 MH: 23 P2 MH: 23 P2 MH: 23 MH: 23 P3-2 MH: 23 P3-2 0.00.00.00.00.00.0 0.0 0.43.0 2.6 2.1 1.6 1.4 1.7 2.0 2.1 2.3 2.7 3.0 2.1 1.22.5 0.2 0.1 0.0 0.1 0.1 0.1 0.5 1.2 0.9 1.2 0.8 2.3 0.32.2 1.8 1.5 1.3 1.6 1.8 1.9 1.9 2.5 3.1 2.2 3.1 0.5 2.9 0.2 0.0 0.0 0.1 0.1 0.6 1.3 1.0 1.4 1.7 2.0 2.6 1.0 3.02.6 3.0 3.3 3.3 2.9 2.5 1.9 1.6 1.7 1.9 2.0 1.6 2.71.1 2.0 1.0 0.4 0.2 0.1 0.1 0.2 0.4 0.6 0.7 1.2 2.1 2.33.0 3.1 3.1 2.8 2.4 1.8 1.6 1.7 1.9 2.2 2.5 2.0 3.1 1.5 1.1 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.5 1.0 0.8 2.5 2.9 0.3 1.2 1.4 1.5 1.7 2.5 3.4 2.7 1.2 0.5 0.3 0.2 2.6 0.2 1.5 0.8 2.4 6.5 1.4 1.9 2.2 2.4 2.4 2.3 2.2 2.00.1 2.2 0.0 1.4 2.2 3.0 2.3 1.1 0.4 0.2 0.1 0.1 0.2 1.10.8 1.35.6 2.1 1.6 2.1 2.5 2.8 2.8 2.7 2.4 2.0 1.7 1.3 0.4 0.2 1.8 1.4 1.3 1.4 1.6 1.7 1.8 2.5 3.5 2.9 1.31.9 0.32.2 0.0 0.1 0.1 0.2 0.8 2.7 1.1 1.5 1.8 2.0 2.3 0.8 0.60.1 2.7 1.2 1.3 1.5 1.6 1.9 2.6 3.8 3.5 1.5 0.8 1.6 0.21.6 0.1 0.2 0.5 1.4 4.4 1.3 1.6 1.9 2.1 2.2 2.2 2.3 0.3 0.11.0 0.9 0.9 1.0 1.2 1.2 1.2 1.4 1.9 2.2 1.5 1.0 0.21.4 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.4 0.9 0.60.1 1.4 1.3 1.6 2.3 2.8 1.7 0.8 0.3 0.2 0.1 0.0 1.10.1 1.30.1 0.2 0.6 1.6 3.0 3.3 3.6 2.4 2.0 1.9 1.7 1.3 0.0 0.50.4 0.5 0.4 0.4 0.5 0.6 0.8 0.9 0.9 0.7 0.6 1.3 0.50.1 0.5 0.6 0.8 0.8 0.8 0.6 0.6 0.5 0.3 0.1 0.10.6 1.31.3 1.7 1.5 1.3 1.0 0.9 0.8 0.8 0.7 0.8 0.9 0.2 1.1 0.1 1.3 1.3 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 1.1 1.0 1.91.2 0.8 0.8 0.9 1.0 1.2 1.2 1.4 1.9 2.3 2.6 1.3 2.40.8 1.4 1.3 1.5 1.7 1.7 2.0 2.8 3.8 3.1 1.3 0.62.6 1.81.1 1.3 1.7 2.3 2.8 2.9 3.0 2.7 2.3 1.7 1.4 1.3 1.9 1.2 2.0 2.7 3.3 2.2 1.0 0.5 0.3 0.2 0.1 0.3 0.5 0.1 1.6 6.5 0.3 1.0 0.5 0.2 0.1 0.0 0.1 0.2 0.4 0.5 0.9 3.5 4.2 2.7 5.3 3.1 2.0 1.8 1.6 1.5 1.5 1.5 1.5 1.3 1.1 1.1 2.0 1.3 1.1 0.2 0.5 0.9 1.3 1.4 1.8 2.3 1.8 1.6 1.4 2.61.3 0.2 1.5 1.8 2.0 2.0 1.8 1.5 1.2 1.2 1.3 1.6 1.6 1.91.4 0.60.3 0.4 0.7 1.8 2.3 1.6 1.4 1.1 1.1 1.1 1.1 0.2 1.50.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.60.0 0.5 0.3 0.3 0.4 0.6 0.8 1.2 1.3 0.5 0.1 0.0 0.40.0 0.40.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.3 0.0 3.10.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.6 0.1 2.00.0 4.4 2.8 2.2 4.4 1.3 0.5 0.2 0.1 0.0 0.0 1.2 1.7 1.40.3 0.4 0.6 0.8 0.8 0.8 0.8 1.1 1.8 3.6 6.1 0.1 2.8 0.0 1.1 1.1 1.2 1.8 2.8 0.8 0.2 0.1 0.1 0.0 0.0 0.3 5.0 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.10.0 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.3 0.6 0.70.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.4 0.9 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.50.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.10.1 1.11.7 1.2 1.1 1.3 1.7 2.4 2.7 3.1 3.1 2.7 2.3 0.11.30.2 1.0 0.8 0.8 0.9 1.0 1.1 1.1 2.0 2.0 1.0 0.0 1.7 0.72.1 2.6 2.7 2.7 2.5 2.0 1.5 1.2 1.0 0.8 0.7 1.6 0.7 0.8 0.6 0.5 1.6 1.6 0.8 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.6 1.7 2.4 1.1 0.4 0.2 0.1 0.1 0.2 0.3 0.5 1.3 4.2 0.3 1.4 1.4 2.3 2.8 3.0 3.1 2.9 2.4 1.9 1.6 1.4 1.1 1.02.1 3.30.1 0.1 0.2 0.3 1.0 2.4 2.0 1.3 1.2 1.3 1.8 2.72.8 2.03.2 2.9 2.4 1.8 1.4 1.2 1.0 0.9 1.0 1.0 1.1 1.0 2.4 0.90.4 0.5 0.6 0.7 0.9 1.0 1.2 1.5 1.6 1.6 1.4 1.6 1.10.1 0.7 5.6 2.0 0.7 0.3 0.2 0.0 0.0 0.1 0.2 0.4 1.2 1.50.2 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.6 1.8 0.4 1.8 0.2 1.3 1.1 2.1 6.4 2.4 0.8 0.4 0.2 0.0 0.0 0.1 0.8 1.8 0.8 0.7 1.4 1.8 2.1 2.3 2.3 2.0 1.7 1.3 1.1 0.90.9 2.20.9 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.7 1.5 1.5 1.1 0.0 0.7 0.6 1.2 0.8 0.9 1.1 1.3 1.6 1.8 1.8 1.6 1.4 1.1 1.1 0.80.8 3.8 1.1 0.4 0.2 0.1 0.0 0.1 0.1 0.2 0.6 1.1 1.1 1.0 Parking Lot Illuminance (Fc) Average = 1.93 Maximum = 6.5 Minimum = 0.5 Avg/Min Ratio = 3.86 Max/Min Ratio = 13.00 EXHIBIT H FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" B.O. CANOPY 107' - 2" 1 12 TYP. 313 TYP. 14 TYP. 14 TYP. 15 11 MTL-2 BR-2 EF-1 MTL-1 BR-1 STN-1 2 11 ' - 6 " BLOCK 15 SF 2% BRICK 93 SF 12% STOREFRONT 309 SF 40% EIFS 305 SF 39% BRAKE METAL 53 SF 7% TOTAL 775 SF 100% 2 22 22 23 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" 1 2 3 1 45678894 MTL-1 EF-1 BR-1 MTL-2 MTL-1 EF-1 BR-2 8' - 0 " 14 15 PT-2 22 23STN-1 2 BLOCK 158 SF 12% BRICK 764 SF 58% STOREFRONT 110 SF 9% EIFS 270 SF 20% BRAKE METAL 12 SF 1% TOTAL 1,314 SF 100% 22 222 TYP. 24 BR-222 2626 EQ EQEQ EQ FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" T.O. PARAPET LADDER 115' - 4" 2 1 16 10 13 17 18 19 20 21 1 2 MTL-2 BR-2 MTL-1 EF-1 MTL-1 EF-1 BR-1 PT-2 8' - 0 " PT-2 EQ EQ 22 23STN-1 MTL-22 BLOCK 96 SF 13% BRICK 370 SF 49% EIFS 270 SF 34% HM DOOR 27 SF 4% TOTAL 763 SF 100% 2 22 22 BR-2 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 110' - 0" T.O. PARAPET 119' - 4" T.O. TOWER PARAPET 120' - 8" B.O. EXT SOFFIT FRAMING 110' - 8" B.O. CANOPY 107' - 2" 1 TYP. 3 10 10 ' - 0 " TYP. 11 MTL-1 EF-1 BR-1 TYP. 14 TYP. 15 22 2 23 STN-1 BLOCK 71 SF 5% BRICK 212 SF 16% STOREFRONT 369 SF 29% EIFS 586 SF 45% BRAKE METAL 62 SF 5% TOTAL 1,300 SF 100% 25 5 10 9 1' - 0" 22 BR-2 SEAL SHEET NUMBER: REVISION DATE ISSUE DATE TITLE: PROJECT NO. DRAWN BY CHECKED BY PROJECT INFORMATION CLIENT CONSULTANT PAUL TUCCI 2C DEVELOPMENT 11985 TECHNOLOGY DRIVE SUITE 110 EDEN PRAIRIE, MN 55344 © C O P Y R I G H T W I L K U S A R C H I T E C T S NOT F O R CON S T R U C T I O N A-700 02/28/2025 2025-0010 SAS, BLH BMT PERMIT SET DO D D B L V D & H E R I T A G E D R I V E LA K E V I L L E , M N 5 5 0 4 4 LA K E V I L L E H E R I T A G E CO M M O N S S H E L L EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION3 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION2 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION4 SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION1 KEYNOTE LEGEND 1 EIFS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2 PREFINISHED METAL COPING. 3 THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING - CAULK AROUND ENTIRE PERIMETER OF OPENINGS. 4 STAINLESS STEEL COW TOUNGE OVERFLOW ROOF DRAIN DISCHARGE. 5 PREFINISHED METAL CANOPY W/ INTEGRAL LIGHTING. 6 PREFINISHED DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN, TRANSOM AND SIDELITES - CAULK AROUND ENTIRE PERIMETER OF OPENING. 7 8" CONCRETE SAFETY BOLLARD. 8 WALL PACK LIGHT (X6). 9 LED CHANNEL LIGHT (X9) - LENGTH TO MATCH CANOPY 10 EXTERIOR EMERGENCY LIGHT (E2). 11 EIFS JOINT ALIGNED WITH BUILDING ELEMENTS AS SHOWN - REFER TO MANUFACTURER'S RECOMMENDATION FOR SPACING REQUIREMENTS. 12 DASHED LINE INDICATES EXTENTS OF BLOCKING TO BE PROVIDED BY GENERAL CONTRACTOR - PROVIDE ELECTRICAL ACCESS AS REQUIRED - COORDINATE ADDITIONAL REQUIREMENTS WITH TENANT SIGNAGE VENDOR. FINAL SIGNAGE TO BE DETERMINED BY SIGNAGE VENDOR UNDER A SEPERATE PERMIT. 13 FROST PROOF WALL HYDRANT. 14 PREFINISHED BRAKE METAL - MATCH STOREFRONT FINISH. 15 BRAKE METAL SEAM LOCATION, MAINTAIN ALIGNMENT WITH ADJACENT FINISHES. 16 INSULATED HOLLOW METAL DOOR AND FRAME - CAULK AROUND ENTIRE PERIMETER OF OPENING. 17 ELECTRICAL METER. 18 ELECTRICAL FUSED DISCONNECT SWITCH. 19 EXTERIOR ROOF LADDER WITH LOCKING GATE. 20 GAS METER 21 DOOR BELL - MOUNT BETWEEN 36" AND 48" ABOVE GRADE. 22 FACE BRICK VENEER - RUNNING BOND - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 23 STONE VENEER - RUNNING BOND - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24 MASONRY CONTROL JOINTS ALIGNED WITH BUILDING ELEMENTS AS SHOWN - REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SPACING REQUIREMENTS 25 6" HIGH VINYL BUILDING ADDRESS NUMBERS - COORDINATE REQUIREMENTS WITH AUTHORITIES HAVING JURISDICTION. 26 CONCRETE SPLASH BLOCK. EXT. ELEV GENERAL NOTES A.METAL CANOPY IS AVAILABLE FROM AMERICAN PRODUCTS, INC. (API), PHONE: (813)-925-0144, E-MAIL: BIDS@AMERICANPROD.COM EXTERIOR FINISH SCHEDULE FINISH MATERIAL COLOR REMARKS BR-1 FACEBRICK - ELDORADO STONE HARTFORD TUNDRABRICK BR-2 FACEBRICK - ELDORADO STONE RIVERBED TUNDRABRICK STN-1 STONE VENEER - ARRISCRAFT DRIFTWOOD RENAISSANCE SANDBLASTED FINISH EF-1 EIFS MATCH PT-1 MTL-1 PREFINISHED METAL COPING MATCH PT-1 MTL-2 PREFINISHED METAL COPING MATCH PT-2 PT-1 PAINT SW 9087 SMOKEY BEIGE PT-2 PAINT PPG #1001-6 "KNIGHT'S ARMOR" FLAT FINISH 1 PLANNING COMMENTS 04-28-2025 EXTERIOR MATERIAL TOTALS BLOCK 340 SF 8% BRICK 1439 SF 35% STOREFRONT 788 SF 19% EIFS 1431 SF 34% BRAKE METAL 127 SF 3% HM DOOR 27 SF 1% TOTAL 4,152 SF 100% BR-2 BR-1 STN-1 EXAMPLE FINISHES: April 28, 2025 EXHIBIT I FINISHED FLOOR 100' - 0" T.O. STOREFRONT 111' - 0" T.O. PARAPET 120' - 0" BR-1 EIFS SDG-1 SDG-1 1 TYP. 2 8' - 0 " 3 1 4 5 6 EQ EQ EIFS MTL-1 17 19 TYP. 18 14 3 TYP. 13 TYP. 18 18 BRICK/BLOCK: 198 SF COMPOSITE SIDING: 241 SF GLASS: 321 SF EIFS: 453 SF METAL: 142 SF BR-2 STN-1 MTL-1 BR-1 BR-2 MTL-1 MTL-1 MTL-1 MTL-1 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 111' - 0" T.O. PARAPET 120' - 0" MTL-1 EIFS SDG-1 BR-1 3 1 13 144 TYP. 2 12 15 EQ EQ 18 19 BRICK: 415 SF GLASS: 172 SF EIFS: 166 SF COMPOSITE SIDING: 41 SF METAL: 69 SF EQ EQ STN-1 BR-2 BR-1 BR-2 MTL-1 MTL-1 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 111' - 0" T.O. PARAPET 120' - 0" T.O. PARAPET LADDER 116' - 0" MTL-1 SDG-1 EIFS BR-1 1 7891011412 1 1 1616 BR-1 SDG-1 EIFS 15 13 20 20 4 3 3 1421 23 17 BRICK: 857 SF COMPOSITE SIDING: 144 SF GLASS: 20 SF EIFS: 142 SF METAL: 34 SF 19 STN-1 BR-2 BR-1 BR-2 STN-1 BR-2 BR-1 BR-1 MTL-1 18 MTL-1 MTL-1 MTL-1 TYP. 2 4' - 0"4' - 0"4' - 0"4' - 0" 24 24 FINISHED FLOOR 100' - 0" T.O. STOREFRONT 111' - 0" T.O. PARAPET 120' - 0" BR-1 EIFS SDG-1 MTL-1 4 1 EQEQ 1418201322 153 BRICK: 603 SF COMPOSITE SIDING: 43 SF GLASS: 91 SF EIFS: 100 SF METAL: 31 SF 4 EQ EQ TYP. 2 STN-1 BR-2 BR-1 BR-2 BR-1 STN-1 BR-2 BR-1 BR-2 19 MTL-1 MTL-1 SEAL SHEET NUMBER: REVISION DATE ISSUE DATE TITLE: PROJECT NO. DRAWN BY CHECKED BY PROJECT INFORMATION CLIENT CONSULTANT 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 © C O P Y R I G H T W I L K U S A R C H I T E C T S NOT FOR CONSTRUCTION A-700 1/28/2025 2023-0205 BMT 6-PACK 6-PACK REVISED 05/23/2025 DO D D B L V D & H E R I T A G E D R I V E LA K E V I L L E , M N 5 5 0 4 4 LA K E V I L L E S T A R B U C K S SH E L L B U I L D I N G EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" WEST EXTERIOR ELEVATION1 KEYNOTE LEGEND EXTERIOR FINISH SCHEDULE 1 PREFINISHED METAL CANOPY 2 WALL SCONCE 3 DRYVIT EIFS SYSTEM, RAKED FINISH 4 CANOPY DOWNSPOUTS CONNECT TO UNDERGROUND STORM DRAIN 5 EIFS JOINT - REFER TO MANUFACTURER'S RECOMMENDATION FOR SPACING REQUIREMENTS 6 VINYL ADDRESS DECALS - COORDINATE REQUIREMENTS WITH AUTHORITIES HAVING JURISDICTION 7 GAS METER 8 ELECTRICAL METER 9 ELECTRICAL FUSED DISCONNECT SWITCH 10 DOOR BELL REFER TO DOOR HARDWARE 11 INSULATED HOLLOW METAL SERVICE DOOR AND FRAME, PAINT TO MATCH ADJACENT FINISH 12 LOCKABLE FROST FREE HOSE BIBB 13 THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT SYSTEM, COLOR: DARK BRONZE ANODIZED 14 BELGIAN BOARD COMPOSITE SIDING - ALUMINUM TRIM POWDER COATED TO MATCH CLADDING 15 BLOCKING FOR FUTURE TENANT SIGNAGE, COORDINATE ALL FINAL LOCATIONS WITH TENANT SIGNAGE VENDOR SHOP DRAWINGS. GC TO PROVIDE J-BOX W/ PULL STRING FOR FUTURE BUILDING SIGNAGE. GC TO PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF WALL 16 PRIMARY ROOF SCUPPER, COLLECTOR BOX AND DOWNSPOUT - CONNECT TO UNDERGROUND STORM DRAIN TYP., COLOR TO MATCH ADJACENT FINISH 17 GFCI OUTLET - SEE ELECTRICAL FOR FURTHER INFORMATION 18 PREFINISHED BRAKE METAL 19 PREFINISHED METAL COPING 20 BOLLARD - COLOR TO MATCH RAL#7021 MATTE BLACK 21 EXTERIOR ROOF LADDER WITH LOCKING GATE PAINTED TO MATCH ADJACENT FINISH 22 READY ACCESS 275 1/4" TEMPERED PICK-UP WINDOW WITH AIR CURTAIN, COLOR: DARK BRONZE ANODIZED. WINDOW SHELF. ALL DRIVE-THRU WINDOW EQUIPMENT (WINDOW, AIR CURTAIN, AND SHELF) ARE TO BE READY ACCESS MODELS 23 EXTERIOR EMERGENCY LIGHT 24 OVERFLOW SCUPPER SET 2" ABOVE LEVEL OF MAIN SCUPPER - COLOR TO MATCH ADJACENT FINISH TAG MANUF.COLOR REMARKS S/B I/B BR-1 ELDORADO STONE HARTFORD TUNDRABRICK RUNNING BOND | MORTAR TBD GC GC BR-2 ELDORADO STONE RIVERBED TUNDRABRICK RUNNING BOND | MORTAR TBD GC GC EIFS DRYVIT SW 9087 SMOKEY BEIGE RAKED FINISH GC GC MTL-1 PAC CLAD OR EQ MT0028 FLAT BLACK PRE-FINISHED GC GC SDG-1 NEW TECH BRAZILIAN IPE BELGIAN BOARD GC GC STN-1 ARRISCRAFT DRIFTWOOD RENAISSANCE SANDBLAST FINISH | RUNNING BOND | MORTAR TBD GC GC SCALE: 1/4" = 1'-0" SOUTH EXTERIOR ELEVATION4 SCALE: 1/4" = 1'-0" EAST EXTERIOR ELEVATION2 SCALE: 1/4" = 1'-0" NORTH EXTERIOR ELEVATION3 MATERIAL QUANTITIES MATERIAL AREA % BRICK/CMU:2093 SF 50% GLASS: 604 SF 15% EIFS: 814 SF 19% COMPOSITE SIDING: 406 SF 10% METAL: 269 SF 6% TOTAL:4,184 SF BR-2 BR-1 STN-1 EXAMPLE FINISHES: SEAL SHEET NUMBER: REVISION DATE ISSUE DATE TITLE: PROJECT NO. DRAWN BY CHECKED BY PROJECT INFORMATION CLIENT CONSULTANT 2C DEVELOPMENT PAUL TUCCI 11985 TECHNOLOGY DRIVE SUITE #110 EDEN PRAIRIE, MN 55344 © C O P Y R I G H T W I L K U S A R C H I T E C T S NOT FOR CONSTRUCTION A-701 1/28/2025 2023-0205 BMT 6-PACK 6-PACK REVISED 05/23/2025 DO D D B L V D & H E R I T A G E D R I V E LA K E V I L L E , M N 5 5 0 4 4 LA K E V I L L E S T A R B U C K S SH E L L B U I L D I N G EXTERIOR PERSPECTIVES SCALE: PERSPECTIVE FROM SOUTHEAST1 SCALE: PERSPECTIVE FROM NORTHWEST2 10 S64°26 ' 2 5 " E 8 0 . 0 0 S37 ° 5 5 ' 3 6 " E 6 8 . 0 0 N37 ° 5 5 ' 4 0 " W 1 8 3 . 1 9 N0 0 ° 0 2 ' 1 2 " E 9 9 . 7 1 N0 0 ° 0 0 ' 2 9 " W 2 9 8 . 6 5 N89°59'31"E 156.92 N14 ° 4 9 ' 4 8 " E 25. 7 9 R=4 3 5 . 0 0 L = 1 4 . 4 2 Δ = 1 ° 5 4 ' 0 0 " C.B . = S 1 3 ° 5 2 ' 4 8 " W R=300.00 L=48.36Δ=9°14'11" C.B.=N52°26'23"W N47° 4 9 ' 1 8 " W 7 2 . 3 5 R=684.00L=247.17Δ=20°42'15"C.B.=S58°10'25"E N24 ° 0 5 ' 5 5 " E 1 4 5 . 6 2 N0 0 ° 0 2 ' 1 2 " E 2 3 8 . 1 1 R=1814.86 L=208.46 Δ=6°34'52"C.B.=S84°59'35"E S89°57'48"E 12.68 10 EXISTING 10' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 5TH ADDITION AND PER PLAT OF HERITAGE COMMONS 6TH ADDITION 10 10 EXISTING 5' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 6TH ADDITION 5 EXISTING 10' PUBLIC DRAINAGE & UTILITY EASEMENTPER PLAT OF HERITAGE COMMONS 5TH ADDITION AND PER PLAT OF HERITAGE COMMONS 6TH ADDITION Easement Vacation Exhibit for: HVP V EPIC Heritage, LLC FILE:..\230328\500 Drawings\Survey\230328 Outlot A Easement Vacation Exhibit.dwg 324 Garfield St. South | Cambridge, MN 55008 763.219.1235 | LHBcorp.com I hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly Licensed LandSurveyor under the laws of the State of Minnesota. Kyle J. Roddy , MN PLS 42627 Signature:Date:05/14/2025 0 4020 (SCALE IN FEET) DENOTES EASEMENT AREA TO BE VACATED All drainage and utility easements lying within Outlot A, HERITAGE COMMONS 6TH ADDITION, that were dedicated to the public on the plats of HERITAGE COMMONS 5TH ADDITION and HERITAGE COMMONS 6TH ADDITION, Dakota County, Minnesota. EASEMENT AREA TO BE VACATED Outlot A, HERITAGE COMMONS 6TH ADDITION, Dakota County, Minnesota. SUBJECT PROPERTY DESCRIPTION EXHIBIT J Dako ta 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 24, 2025 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: HERITAGE COMMONS 10TH ADDITION The Dakota County Plat Commission met on April 23, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 50 (Kenwood Tr.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The development is located in the northeast quadrant of the CSAH 9 (Dodd Blvd) and CSAH 50 intersection. The site includes two commercial buildings with drive-thrus. Access to the site will be from internal roadways with no direct access to CSAH 9 or CSAH 50. Restricted access should be shown along all of CSAH 9 and CSAH 50. A quit claim deed to Dakota County for restricted access along CSAH 9 and CSAH 50 is required to accompany the recording of the plat. The future right-of-way needs for a 4-lane divided roadway for CSAH 9 and CSAH 50 are 75 feet of half right of way. CSAH 9 includes 50 feet of existing right of way and requires dedication of an additional 25 feet to meet the 75-foot needs. CSAH 50 appears to show the 75 feet of half right of way. As noted, the Plat Commission recommended screening/buffering along the road right of way to minimize or prevent drive-thru traffic headlights onto the County Road System. Also, recommended an internal driveway connection for Lake Marian Collision that would provide alternate internal access versus only one access to the County Road System. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on May 20, 2025. Traffic volumes on CSAH 9 and CSAH 50 are 15,938 and 16,048 ADT, respectively, and are anticipated to be 16,000 and 14,900 ADT by the year 2040. 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. EXHIBIT K 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 c: John Batsell, Developer