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Item 05 Beehive Addition
1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: September 2, 2022 Subject: Packet Material for the September 8, 2022 Planning Commission Meeting Agenda Item: Beehive Addition 1. Preliminary and final plat of one lot 2. Conditional Use Permit to allow a senior living facility in the O-R District Action Deadline: December 9, 2022 INTRODUCTION A representative of Chevalle Investments, LLC has submitted applications for the preliminary and final plat of one lot to be known as Beehive Addition and a conditional use permit to allow a senior assisted living facility in the O-R, Office/Residential Transition District to be located at 8305 – 210th Street. The senior assisted living facility would be part of the Beehive Senior Assisted Living/Memory Assisted Living franchise of senior assisted living homes. A similar yet smaller Beehive facility was constructed in 2019 at 20159 Iberia Avenue, between Heritage Commons and the Dakota County Heritage Library in Lakeville. The proposed new facility is proposed to be constructed in two phases. The preliminary and final plat and conditional use permit plans have been reviewed by Planning Department, Engineering Division, and Parks and Recreation Department staff. EXHIBITS A. Location and Zoning Map 2 B. Aerial Photo Map C. Survey D. Preliminary Plat E. Final Plat F. Site Plan G. Vehicle Turning Plan H. Grading Plan I. Utility Plan J. Stormwater Plan K. Landscape Plan (4 pages) L. Floor Plan M. Proposed Building Elevations Plan (3 pages) N. Sign Plan PLANNING A NALYSIS P RELIMINARY AND FINAL PLAT Existing Conditions. The subject property for the proposed Beehive Addition preliminary and final plat consists of 3.31 acres and is located between a motor fuel facility and multi-tenant commercial building to the west constructed in 1974, an office building to the east constructed in 1974, and single-family homes to the north constructed between 1973 and 1975. The property is undeveloped. The property has been used for farm crop production. The property is generally flat draining from north to south. A former Chicago, Milwaukee, St. Paul and Pacific Railway track connecting Hastings to Shakopee ran through Lakeville along the north boundary of the property since the late 1800’s. The rail line was abandoned in 1970 and deeded to the adjacent properties in approximately 1980. The property survey indicates the encroachment of garden box structures over the north property line, which must be removed. Consistency with the Comprehensive Land Use Plan. The property is located in Planning District 6, I-35/CSAH 70 Economic Development Corridor of the 2040 Comprehensive Land Use Plan, which guides the property for office/residential transition use. The O-R District zoning and the proposed senior assisted living facility are consistent with the objectives of the 2040 Comprehensive Land Use Plan. Zoning. The zoning of the property is O-R, Office Residential Transition District. The O-R District allows senior assisted living facilities as a conditional use. 3 Lot Area. Proposed Lot 1, Block 1, Beehive Addition is 2.91 acres (126,917 square feet) in area which meets the minimum lot size requirement of 20,000 square feet for lots in the O-R District. Lot Width. The proposed width of Lot 1, Block 1 is 417.95 feet which exceeds the minimum lot width requirement of 100-feet in the O-R District. Outlot. There are no outlots associated with the preliminary and final plat. Access. Access to the property will be from a single driveway at 210th Street. The existing shared driveway with the commercial property to the west will be modified slightly because Beehive will not be utilizing this access. Streets & Right-of-Way. The Beehive Addition plat includes approximately 42 feet of right-of- way dedication for 210th Street adjacent to the subject property in compliance with the Transportation Plan. Park Dedication and Trails. The City’s Parks, Trails and Open Space Plan does not identify additional park land or new trail development in the vicinity of the subject property. Park dedication shall be at the rate in place at the time of final plat approval. The 2022 rate for commercial park dedication is $8,078 per acre. A bituminous trail is constructed adjacent to 210th Street and was resurfaced this year with the 210th Street improvement project. Tree Preservation. All perimeter trees around the current crop field will be removed and replaced with new nursery stock trees. The landscape plan proposes the planting of 81 nursery stock trees as part of the Beehive development. Wetlands. There are no wetlands identified on site. Grading, Drainage and Erosion Control. The final plat plans include grading, drainage and erosion control plans and utilities associated with the proposed site plan. Grading, drainage and erosion control is discussed in more detail in the August 30, 2022 engineering memo. CONDITIONAL USE PERMIT A conditional use permit is required to allow the senior living facility in the O-R District subject to meeting general Zoning Ordinance performance standards and the five criteria listed in Section 11-70-7.L. 4 Building. The Beehive building will be constructed in two phases. In the future, the two buildings will be connected by a heated building corridor as a single building. Both building phases will include 24 living units for a total of 48 units after completion of the phase two building. Each building is proposed to be 14,235 square feet in area for a total of 28,470 square feet. The buildings will be 18 feet in height with a total gable roof height of 24 feet. The building will be constructed of cultured stone and glass (Grade A), fiber cement composite siding (Grade C), and asphalt shingle roofing in compliance with Zoning Ordinance requirements. Senior housing with services buildings must meet the exterior material requirements of the RH-1, High Density Residential District. The proposed building plans meet those requirements. Setbacks. Setback requirements for an assisted living building in the O-R District are noted below: Minimum Setbacks Front/Rear/Abutting Residential – 30 feet Side Yards – 15 feet Proposed Setbacks Front: 97 feet Sides Yards: 92 feet (east), 30 feet (west) Rear Yard Abutting Residential 58.9 – 60.1 feet The proposed first and second phase Beehive buildings meet the O-R District setback requirements. Parking. Parking requirements for the senior assisted living use (two, 24 unit buildings totaling 48 units), is one space per two dwelling units plus one space per employee on a maximum shift. The site plan proposes a total of 38 parking spaces at full development. The first phase 24 unit building with eight estimated employees on any shift will include 23 parking spaces. The second phase 24 unit building is expected to have six additional employees for a total of 14 employees requiring 38 parking spaces in compliance with Zoning Ordinance requirements. All drive aisle and parking space dimensions and setback requirements comply with Zoning Ordinance requirements. Landscaping. The subject property abuts single family residential properties to the north. A minimum 20 foot wide greenspace buffer is required along the north property line. The screening and landscape plan proposes a mix of deciduous, ornamental and evergreen trees throughout the site with emphasis on an evergreen landscape buffer along the north property line between the buildings and the single family homes to the north. The landscape plan proposes a total of 81 trees on site as well as numerous foundation and site plantings of shrubs 5 and perennial plants. All proposed landscape materials comply with Zoning Ordinance requirements. Trash/Recycling Storage and Mechanic Unit Screening. A trash/recyclables enclosure is proposed to be located between the building and the parking lot. Plans have not yet been submitted for the trash/recycling enclosure. Mechanical units will be located adjacent to the trash/recycling enclosure and must also be screened. The enclosures must be a minimum of six feet in height or one foot taller than the trash/recycling containers enclosed within and must be constructed of materials that match the exterior materials of the principal building. Mechanical unit screening may use landscaping or combination of landscaping and fencing. Plans must be submitted for the required screening prior to City Council consideration of the preliminary and final plat and conditional use permit. Site Lighting. Light poles are proposed at the entrance to the parking lot on the west side of the entrance drive, and two additional light poles near the main entrance to the building. A photometric plan and light fixture specifications has not been submitted and must be submitted for review prior to the issuance of a building permit. All lighting shall comply with Zoning Ordinance requirements for light intensity at the property lines. All light fixtures shall be downcast design. Sign Plan. The sign plan proposes a small monument sign on a masonry base pedestal approximately 5 feet, 2 inches tall and 5-6 square feet in area. The sign will be located at least 15 feet from the front property line near the driveway entrance. A sign permit is required prior to installation of the sign. Future Construction of Phase II Building and Site Improvements. The second phase building and parking lot construction will not require an amendment to the conditional use permit provided the site is developed in compliance with the approved Phase I and Phase II site plan as approved by the City Council with this conditional use permit application. RECOMMENDATION The Beehive Addition preliminary and final plat, and senior assisted living facility conditional use permit are consistent with Zoning and Subdivision Ordinance requirements. Planning Department staff recommends approval subject to the following stipulations: 1. Compliance with the recommendations listed in the August 28, 2022 engineering report. 2. The buildings shall be constructed consistent with the plans approved by the City Council and in compliance with Zoning Ordinance requirements. 6 3. Trash and recycling bins shall be stored inside an enclosure in compliance with Zoning Ordinance requirements. The plans shall be amended prior to City Council consideration of the conditional use permit to include the enclosure with an architectural design and exterior materials and gate as required by the Zoning Ordinance. 4. The landscape plan shall be amended prior to City Council consideration of the conditional use permit to provide screening around the ground mounted mechanical equipment. 5. Snow storage shall not occur within required parking spaces serving the assisted living facility. 6. All site and exterior building lighting shall be downcast design fixtures and shall not glare onto adjacent properties or street right-of-way. A photometric plan and light fixture specification plan shall be submitted for review prior to the issuance of a building permit. 7. The required landscape buffer and all landscaping included on the approved landscape plan shall remain in a healthy and growing condition. Any dead or diseased materials shall be replaced with the same or similar materials in compliance with Zoning Ordinance requirements. 8. A $90,520 landscaping financial security shall be submitted prior to issuance of a building permit. 9. All signage requires approval of a sign permit and shall comply with Zoning Ordinance requirements. 10. All existing property encroachments identified on the Certificate of Survey prepared by Jacobson Engineers and Surveyors dated June 21, 2022 shall be removed prior to commencing site development. 11. A stormwater maintenance agreement shall be required for the on-site private stormwater basin. Findings of fact for the conditional use permit are attached. LAKEVILLE BLVD. FNA (C. S. A. H. NO. 50) (210TH STREET WEST)NORTHERN NATURAL GASCOMPANY EASEMENT PERDOCUMENT NO. 570700(ITEM 12)INGRESS AND EGRESSEASEMENT PER DOCUMENT No.1291018 AND No. 1291437 ANDNO. 3316469 (ITEM 13 & 18)RESIDENTIAL PROPERTIESEJE PROPERTIES LLCDANE E. & KRISTINE L.PEDERSENRAMONA S. DAVISBOHNEN PROPERTIES LLCPLANTER BOXESENCROACH INTOPROPERTYDONALD & ARDYTHKASSJESSE WENSMANNJEANETTE HILLROBERT & VIRGINIADISCENZAFREDERICK RAMSEY &LACORA GOODENEASEMENT FOR HIGHWAY,DAKOTA COUNTY RIGHT OFWAY MAP NO. 164 PER DOC.NO. 1357154 (ITEM 15)BITUMINOUS PAVEMENT FROMNEIGHBORING PROPERTY ENCROACHES42.25NO BUILDINGSABANDONED UNDERGROUNDGAS LINE AS FIELD LOCATEDPROBABLE GAS LINE LOCATION PER MAPRECORDS AND GAS MARKERS (NOT FLAGGEDOR MARKED BY GOPHER ONE CALL)GAS MARKERGAS MARKEREASEMENT OUTSIDE OF RIGHT OF WAYFOR SANITARY SEWER PER DOC. NO.1348516 AND DOC. NO. 1348517 (ITEM 19)50.0JLG Investments LLC906 Redwood CircleApple Valley, MN 55124612-281-4447ALTA/NSPS LAND TITLESURVEY3.32 ACRE VACANTPARCELLAKEVILLE, MNGENERAL NOTES1.The underground utilities shown have been located from field survey information. The surveyor makes no guaranteesthat the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyorfurther does not warrant that the underground utilities shown are in the exact location indicated although he does certifythat they are located as accurately as possible from the information available. The surveyor has not physically locatedthe underground utilities. Call Gopher State One Call at 811 for all utility, gas line, and electrical line locations prior toexcavation.2.This survey was prepared using Old Republic National Title Insurance Company, Commitment Number 654434, datedJanuary 28, 2022 at 7:00 a.m.3.Property address: Property is agricultural land and does not have an address. The Dakota County, PID is22-02800-53-051.4.Subject property lies in Zone X as it appears on Flood Insurance Rate Map Community - Map Number 27037 C0213E,dated December 2, 2011.5.Area of subject property: = 144,581 Sq. Ft. or 3.319 Acres.6.Property is zoned:O-R (Office/Residential Transition District)7.There are no buildings or striped parking stalls on the property as shown.8.Names of adjacent property owners obtained from the Dakota County website. (www.co.dakota.mn.us)9.As of the date the field work was completed for this survey, there was no observable evidence of current earth movingwork, exterior building construction or building additions. (This note addresses Item 16, Table A, of 2016 MinimumStandard Detail Requirements for ALTA/NSPS Land Title Surveys)10.As of the date the field work was completed for this survey, there was no proposed changes in street right of way lines.No observed evidence of recent street or sidewalk construction or repairs. (This note addresses Item 17, Table A, of2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys)DESCRIPTION OF PROPERTY - PID 22-02800-53-051All that part of the SW 1/4 of the SW 1/4 of Section 28, Township 114, Range 20, Dakota County, Minnesota, lying Southerlyof the center line of the abandoned right-of-way of the Chicago, Milwaukee, Saint Paul and Pacific Railway, as shown onDocument No. 570089 in the office of the Dakota County Recorder, EXCEPTING THEREFROM the east 269.00 feet thereofand EXCEPTING THEREFROM the West 635.58 feet thereof, Dakota County, Minnesota.(Abstract Property)NOTES CORRESPONDING TO ITEMS IN SCHEDULE B - TITLE COMMITMENT FILE NO. 65443412.Railroad Leases 45280 and 49994 as stated in Quit Claim Deed dated October 21, 1980, filed November 8, 1980 asDocument No. 570700. AFFECTS SUBJECT PROPERTY AND IS SHOWN ON THE SURVEY.13.Easement as contained in Quit Claim Deed dated June 2, 1995, filed August 1, 1995, as Document No. 1291437.AFFECTS SUBJECT PROPERTY AND IS SHOWN ON THE SURVEY.14.Dakota County Road Right-of-Way Map No. 164 filed December 26, 1995 as Document No. 1319911. AFFECTSSUBJECT PROPERTY AND IS SHOWN ON THE SURVEY.15.Highway Easement dated May 21, 1996, filed June 20, 1996, as Document No. 1357154. AFFECTS SUBJECTPROPERTY AND IS SHOWN ON THE SURVEY.16.Findings and Order dated February 6, 1996, filed September 5, 1996, as Document No. 1373100. AFFECTSSUBJECT PROPERTY AND IS NOT SHOWN ON THE SURVEY.17.Rights of the County of Dakota for highway purposes as contained in Final Certificate filed June 15, 1999 asDocument No. 1613190. AFFECTS SUBJECT PROPERTY AND IS NOT SHOWN ON THE SURVEY.18.Driveway Cross Easement Agreement dated December 21, 2018, filed December 31, 2018, as Document No.3286713, as amended by Amendment to Driveway Cross Easement Agreement dated July 19, 2019, filed July 23,2019, as Document No. 3316469. AFFECTS SUBJECT PROPERTY AND IS SHOWN ON THE SURVEY.19.Rights in favor of the City of Lakeville as contained in Affidavit filed May 17, 1996, as Document No. 1348516 andQuit Claim Deed dated April 9, 1996, filed May 17, 1996, as Document No. 1348517. AFFECTS SUBJECTPROPERTY AND IS SHOWN ON THE SURVEY.To:Bank Five Nine ISAOA, Title Company (TBD), CDC (TBD) and SBA (Small Business Administration), and Grand Real EstateAdvisors, LLC:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum StandardDetail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2016, and includesitems 1, 2, 3, 4, 5, 6(a), 7(a), 8, 9, 11, 13, 16, 17, and 18 of Table A thereof. The field work was completed in December of 2021.Dated:January 26th, 2022Grant D. Jacobson, Registered SurveyorState of Minnesota, License No. 23189 INGRESS AND EGRESSEASEMENT PER DOCUMENT No.1291018 AND No. 1291437 ANDNO. 3316469EASEMENT FOR HIGHWAY,DAKOTA COUNTY RIGHT OFWAY MAP NO. 164 PER DOC.NO. 135715442.25GAS MARKERGAS MARKER50.0PROPOSED BUILDINGBITUMINOUS PARKINIGFUTURE PARKINIGBITUMINOUS DRIVECONC. WALKCONC. WALKCONC. WALKCONC. WALKLAKEVILLE BLVD. (210TH STREET WEST)LOT 1BLOCK 1AMI Consulting Engineers, P.A.Attn: Noah Tapper91 Main StreetSuperior, WI 5480PRELIMINARY PLAT -BEEHIVE ADDITIONBEEHIVE LAKEVILLELAKEVILLE, MNGENERAL NOTES1.The underground utilities shown have been located from field survey information. The surveyor makes no guaranteesthat the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyorfurther does not warrant that the underground utilities shown are in the exact location indicated although he does certifythat they are located as accurately as possible from the information available. The surveyor has not physically locatedthe underground utilities. Call Gopher State One Call at 811 for all utility, gas line, and electrical line locations prior toexcavation.2.This survey was prepared using Old Republic National Title Insurance Company, Commitment Number 654434, datedJanuary 28, 2022 at 7:00 a.m.3.Property address: Property is agricultural land and does not have an address. The Dakota County, PID is22-02800-53-051.4.Subject property lies in Zone X as it appears on Flood Insurance Rate Map Community - Map Number 27037 C0213E,dated December 2, 2011.5.Area of subject property: = 144,581 Sq. Ft. or 3.319 Acres.6.Existing zoning classifications for lands within and abutting the proposed plat (east/west) is zoned C-3 (GeneralCommercial District) and north is RS-3 (Single Family Residential District).Setbacks: Front = 30 feetSide = 10 feetRear = 30 feet7.There are no buildings or striped parking stalls on the property as shown.8.Developer/Subdivider:Chevalle Investments LLCAttn: Jin Fang3680 Prato LaneChaska, MN 55318612-656-9061DESCRIPTION OF PROPERTY - PID 22-02800-53-051All that part of the SW 1/4 of the SW 1/4 of Section 28, Township 114, Range 20, Dakota County, Minnesota, lying Southerlyof the center line of the abandoned right-of-way of the Chicago, Milwaukee, Saint Paul and Pacific Railway, as shown onDocument No. 570089 in the office of the Dakota County Recorder, EXCEPTING THEREFROM the east 269.00 feet thereofand EXCEPTING THEREFROM the West 635.58 feet thereof, Dakota County, Minnesota.(Abstract Property)AREA TO BE PLATTED = 144,581 SQ. FT. = 3.319 ACRESAREA TO BE PLATTED AS LOT 1, BLOCK 1 = 126,917 SQ. FT. = 2.914 ACRESAREA TO BE DEDICATED TO LAKEVILLE BOULEVARD = 17,664 SQ. FT. = 0.405 ACRES LAKEVILLE BLVD. (210TH STREET WEST)LOT 1BLOCK 1100.0DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTACOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTACITY COUNCIL, CITY OF LAKEVILLE, MINNESOTACOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTASURVEYORS CERTIFICATEBEEHIVE ADDITION635.58269.00EXCEPTIONEXCEPTION FEET 40 20 0 SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:33 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\C2.0 SITE PLAN.dwgC2.0SITE PLAN LAKEVILLE BLVD. FNA (C. S. A. H. NO. 50) (210TH STREET WEST)LAKEVILLE BLVD. FNA (C. S. A. H. NO. 50) (210TH STREET WEST) SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:34 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\EX1 SITE PLAN.dwgC2.1VEHICLE PATH EXHIBIT0 20 40 FEET SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:34 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\C3.0 GRADING PLAN.dwg0 20 40 FEET C3.0GRADING PLANGENERAL GRADING AND DRAINAGE NOTES: SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:34 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\C4.0 UTILITY PLAN.dwg0 20 40 FEET C4.0UTILITY PLAN SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:34 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\C5.0 STORM PLAN.dwg0 20 40 FEET C5.0STORM WATER MANAGEMENT PLAN HB 2 EJE PROPERTIES LLC RAMONA S. DAVIS DONALD & ARDYTH KASS JESSE WENSMANN DISCENZA 42.25SB 7 HB 3 HL 7 TL 6 SS 3 SS 3 RM 3 TL 4 SS 4 RM 3 TL 3 SP 3 NS 5 BS 5 BS 5 BS 4 rb 3 rm 3 SECTION LINE TO Neighbors home SECTION LINE QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. BOTANICAL NAME DECIDUOUS TREES KEY COMMON NAME 2.5" BB 7 SIZE ROOT QTY. 2.5" BB 5 2.5" BB 9 HL HB RM 2"BB 5 ORNAMENTAL TREES 2"BB 7 Amelanchier x grandiflora 'Autumn Brilliance' RB SB STRAIT LEADERNO "V" CROTCH2"BB 13Malus x 'Spring Snow'SS EVERGREEN TREES 8' BB 9Picea glauca var. DensataBH FULL FORMTO GRADELANDSCAPE LEGEND CLUMPFORMSTRAIT LEADER NO "V" CROTCH2"BB 13Syringa ReticulataTL 38' BBPicea glaucaSP INSTALL HEIGHT MATURE HEIGHT 10' 50' 15'50' 14' 50' 8'25' 8'20' 8' 20' 8' 40' 8'50' 8'25' Picea abesNS CH Tsuga canadensis 58' BB 58' BB 8'60' 8'40' SHADEMASTER HONEYLOCUST HACKBERRY NORTHWOODS MAPLEAcer rubrum 'Nothwoods' Celtis occidentalis Gleditsia triacanthos var. inermis 'Shademaster' Betula nigra 'Shilo Splash' JAPANESE TREE LILAC SPRING SNOW CRABAPPLE AUTUMN BRILLIANCE SERVICEBERRY SHILOH SPLASH RIVER BIRCH BLACK HILLS SPRUCE CANADIAN HEMLOCK WHITE SPRUCE NORWAY SPRUCE NATIVE WET PRAIRIE MN SEED MIX 34-271 (OLD BWSR W2)2,500 sf WETLAND FRINGE MN SEED MIX 35-221 (OLD BWSR U6)7,350 sf COMMERCIAL TURF - SOD HIGHLAND SOD 42,900 Sy MNDOT 260 MN SEED MIX 25-131 (OLD MNDOT 260) & 12,350 sf ALL AREAS DISTURBED BY CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) MESIC GENERAL ROADSIDE MN SEED MIX 25-131 FOR GENERAL STABILIZATION (USE EROSION CONTROL BLANKET OF PAD AREAS FOR SLOPES OVER 3:1) HARDWOOD MULCH (NATURAL COLOR) 4,100 sf SHREDDED HARDWOOD MULCH Does not include tree base mulch 1/2" RIVER ROCK RIVER ROCK 8,175 sf VINYL EDGING 20' LENGTH/ CONTRACTOR GRADE 1,200 LF SEED MIXTYPESYM. SEED MIX LEGEND (FOR ALL SHEETS) AREAS SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTALandscape Architect-08/01/2022----12----ISSUED FOR REVIEWREVISIONS PER CITY COMMENTS----JKJK----8311 210TH ST WLAKEVILLE, MN 5504405/23/2022 JAKJames A. Kalkes, RLA7/18/202245071221026BEEHIVE - LAKEVILLEJAK 8/9/2022 3:36 PM Z:\00_ DREAMSCAPES\DESIGN PROJECTS 2022\Jim 2022\Design\BeeHive Lakeville\Drawings\CAD\Landscape - Lakeville behive -.dwg7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comL 1.01 Landscape Tree Plan GFS 2 SMS 1 AWS 7 SDD 6 GFS 4 SPL 4 SPL 3 BES 6 WLC 12 GLS GLS 7 KFG 8 BES 6 KBL 4 GFS 6 BDL 3 FOR 2 GLS 3 DBB 5 TAU 6 BCA 9 MYS 3 BCA 2 DBB 3 TAU 3 BCA 2 DBB 5 BCA 2 SMS 1 DBB 3 SMS 1 GFS 3 FOR 3 KBL 4 BDL 3 GFS 6 BDL 3 GLS 7 BES 6 KFG 8 MYS 5 TAU 6 AWS 7 SDD 6 BCA 3 SPL 3 AWS 6 BCA 3 DBB 3 BCA 3 SPL 3 GFS 5 AWS 5 GLS 6 SPL 5 KFG 5 SVJ 4 BJD 2 BJD 4 KFG 5 SVJ 7 GLS 9 BJD 4 SPL 7 Neighbors Home property line evergreen buffer fence memory care walk bulding height Max 29' Memory Care Walking Loop2 L2 SCALE 1" = 10'NORTH 1 L2 SCALE 1" = 10'NORTH SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTALandscape Architect-08/01/2022----12----ISSUED FOR REVIEWREVISIONS PER CITY COMMENTS----JKJK----8311 210TH ST WLAKEVILLE, MN 5504405/23/2022 JAKJames A. Kalkes, RLA7/18/202245071221026BEEHIVE - LAKEVILLEJAK 8/9/2022 3:36 PM Z:\00_ DREAMSCAPES\DESIGN PROJECTS 2022\Jim 2022\Design\BeeHive Lakeville\Drawings\CAD\Landscape - Lakeville behive -.dwg7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comL 1.02 Landscape Shrub PlanBuilding P13 L2 SCALE 1" = 10'NORTH Building P2 EXISTING GRADE GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL 4"-6" SHREDDED BARK MULCH UNDISTURBED OR STABILIZED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2' MIN. TO PAVED SURFACELC BACKFILL WITH PLANTING ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. UNDISTURBED SOIL FINAL GRADE POLY EDGER 4" DEEP HARD WOOD MULCH SIDEWALK/CURB MIN. 6" (TYP.) MIX 6" AT THE SIDES AND PLAN 12"6"2'(MIN.)6"6"8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP Primary roots shall be at finished grade 4" HARDWOOD MULCH & 4" DEEP SAUCER 8' STEEL TEE POST-3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. Planting depth: Trees shall be installed so primary roots are at finished grade. do not plant too deeply or trees shall be rejected and will require corrections. STAKING AND GUYING - IS AT THE decretion OF THE CONTRACTOR UNDER THE WARRANTY PERIOD. SECTION VIEW - SEE SHEET L101 FOR LOCATION4 L2 SCALE 1" = 20'NORTH GFS 2 SMS 1 AWS 7 SDD 6 GFS 4 SPL 4 SPL 3 BES 6 WLC 12 GLS GLS 7 KFG 8 BES 6 KBL 4 GFS 6 BDL 3 FOR 2 GLS 3 DBB 5 TAU 6 BCA 9 MYS 3 BCA 2 DBB 3 TAU 3 BCA 2 DBB 5 BCA 2 SMS 1 DBB 3 SMS 1 GFS 3 FOR 3 KBL 4 BDL 3 GFS 6 BDL 3 GLS 7 BES 6 KFG 8 MYS 5 TAU 6 AWS 7 SDD 6 BCA 3 SPL 3 AWS 6 BCA 3 DBB 3 BCA 3 SPL 3 GFS 5 AWS 5 GLS 6 SPL 5 KFG 5 SVJ 4 BJD 2 BJD 4 KFG 5 SVJ 7 GLS 9 BJD 4 SPL 7 Neighbors Home property line evergreen buffer fence memory care walk bulding height Max 29' Memory Care Walking Loop2 L2 SCALE 1" = 10'NORTH 1 L2 SCALE 1" = 10'NORTH SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTALandscape Architect-08/01/2022----12----ISSUED FOR REVIEWREVISIONS PER CITY COMMENTS----JKJK----8311 210TH ST WLAKEVILLE, MN 5504405/23/2022 JAKJames A. Kalkes, RLA7/18/202245071221026BEEHIVE - LAKEVILLEJAK 8/9/2022 3:36 PM Z:\00_ DREAMSCAPES\DESIGN PROJECTS 2022\Jim 2022\Design\BeeHive Lakeville\Drawings\CAD\Landscape - Lakeville behive -.dwg7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comL 1.02 Landscape Shrub PlanBuilding P13 L2 SCALE 1" = 10'NORTH Building P2 EXISTING GRADE GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL 4"-6" SHREDDED BARK MULCH UNDISTURBED OR STABILIZED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2' MIN. TO PAVED SURFACELC BACKFILL WITH PLANTING ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. UNDISTURBED SOIL FINAL GRADE POLY EDGER 4" DEEP HARD WOOD MULCH SIDEWALK/CURB MIN. 6" (TYP.) MIX 6" AT THE SIDES AND PLAN 12"6"2'(MIN.)6"6"8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP Primary roots shall be at finished grade 4" HARDWOOD MULCH & 4" DEEP SAUCER 8' STEEL TEE POST-3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. Planting depth: Trees shall be installed so primary roots are at finished grade. do not plant too deeply or trees shall be rejected and will require corrections. STAKING AND GUYING - IS AT THE decretion OF THE CONTRACTOR UNDER THE WARRANTY PERIOD. SECTION VIEW - SEE SHEET L101 FOR LOCATION4 L2 SCALE 1" = 20'NORTH 5 AWS 5 GLS 6 SPL 5 KFG 5 SVJ 4 BJD 2 BJD 4 KFG 5 SVJ 7 GLS 9 BJD 4 SPL 7 DBB 16 GFS 5 AWS 5 KFG 3 BAW 3 KFG 3 BAW 3 DBB 11 AWS 7 GFS 3 KFG 3 AWS 5 AWS 12 DBB 11 DBB 9 AWS 11 WLC 12 GLS 10 KFG 11 8 6 KBL 4 BDL 3 GFS 6 BDL 3 6 Hemerocallis 'Stella d'Oro' STELLA D'ORO DAYLILY #1 CONT.SDD 6 Euonymus alatus 'Compactus'DWARF BURNING BUSH #5 CONT.DBB 67 SHRUBS BOTANICAL NAMEKEY COMMON NAME SIZE ROOT QTY.REMARKS PERENNIALS Nepeta x faasenii 'Walker's Low'WALKER'S LOW CATMINT #1 CONT.WLC 12 Rhus aromatica 'Gro-Low'GRO-LOW FRAGRANT SUMAC #5 CONT.GLS 42 #5 CONT.SVJ 11 #5 CONT.SMS 3 Hemerocallis 'Baja'BAJA DAYLILY #1 CONT.BDL 19 Spiraea x bumalda 'Anthony Waterer'ANTHONY WATERER SPIREA #5 CONT.61AWS Spiraea nipponica 'Snowmound'SNOWMOUND SPIREA Calamagrostis acutiflora 'Karl Foerster'KARL FOERSTER FEATHER REED GRASS #1 CONT.KFG 46 PLANT 2' O.C. Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT.PDS -PLANT 2' O.C. Viburnum trilobum 'Bailey Compact'COMPACT AMERICAN CRANBERRYBUSH #5 CONT.BCA 24 LANDSCAPE LEGEND (All Sheets) Syringa x "Bailsugar'SUGAR PLUM LILAC #5 CONT.SPL 25 #5 CONT.34GOLD FLAME SPIREASpiraea x bumalda 'Gold Flame' 1.5'4'x4' INSTALL HEIGHT MATURE HEIGHT 0.5'1'x4' 1'2.5'x5' 1.5'4'x4' 1.5'3'x4' 1.5'4'x5' 1.5'3'x4' 1.5'4'x4' 6"4'x2' 6"2'x2' 6"2'x1.5' 6"1.5'x1.5' 6"1'x1' GFS 8 PURPLE FLOWERLiatris spicata 'Kobold'KOBOLD LIATRIS #1 CONT.KBL 8 Rudbeckia fulgida 'Goldsturm'BLACK EYED SUSAN #1 CONT.BES 18 YELLOW FLOWER QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. ***Per City of Lakeville Zoning Ordinance 11-21-9 ; All shrubs must conform to height size over container size. 1.Tall Shrubs - 24" - 36" 2.Low Shrubs - 18" - 24" 3.Spreading Shrubs - 18" - 24" Spread 6"1.5'x1.5' 6"1.5'x1.5' PURPLE FLOWER YELLOW FLOWER RED FLOWER #5 CONT.ALPINE CURRANTRibes alpinum 1.5'3'x4'ALP #5 CONT.TAU 15Taxus x media 'Tauntoni'TAUNTON SPREADING YEW 1'3'x4' Juniperus horizontalis 'Blue Chip'BLUE CHIP JUNIPER SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTALandscape Architect-08/01/2022----12----ISSUED FOR REVIEWREVISIONS PER CITY COMMENTS----JKJK----8311 210TH ST WLAKEVILLE, MN 5504405/23/2022 JAKJames A. Kalkes, RLA7/18/202245071221026BEEHIVE - LAKEVILLEJAK 8/9/2022 12:31 PM Z:\00_ DREAMSCAPES\DESIGN PROJECTS 2022\Jim 2022\Design\BeeHive Lakeville\Drawings\CAD\Landscape - Lakeville behive -.dwg7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comL 1.03 Landscape Shrub PlanENTRANCE DETAIL1 L3 SCALE 1" = 10'NORTH Forsythia 'Sunrise'SUNRISE FORSYTHIA #5 CONT.FOR 5 1.5'5'x5' #5 CONT.6BAWSalix purpurea 'Nana'DWARF BLUE ARCTIC WILLOW 1'3'x4' LOCKERLOCKERMED CARTUPMINI-FRIDGEMICROWAVE001001B001C002002B002C003003B003C004004B004C005005B005C008008B008C009009B009C010010B010C011011B011CSUITE 1001BATH001BBATH002BSUITE 2002SUITE 4004SUITE 5005BATH004BSUITE 6006BATH005BSUITE 7007BATH007BBATH008BSUITE 8008BATH010BSUITE 10010BATH011BSUITE 11011BATH012BSUITE 12012BATH013BSUITE 13013SUITE 14014BATH014BBATH015BSUITE 15015SUITE 16016BATH016BBATH017BSUITE 17017BATH018BSUITE 18018LINEN105DINING ROOM111SALON106LAUNDRY107SUNROOM110JAN118SUITE 19019SUITE 21021BATH019BBATH021BFIRERISERROOM121ELECTRICAL120LIVING ROOM117OPERATIONS OFFICE102STAFFRESOURCE ROOM116NURSE'SOFFICE103KITCHEN112PANTRY113STAFFBATH119VESTIBULE100ENTRY101MEETING109SUITE 3003BATH003BBATH009BSUITE 9009STORAGE104OFFICE108SUITE 20020BATH020BSUITE 22022SUITE 23023SUITE 24024BATH006BBATH022BBATH023BBATH024B012012B012C013013B013C014014B014C015015B015C016016B016C017017B017C018018B018C019019B019C019D110123006006B006C007007B007C021021B021C020B020C020119023023B023C024024B024C022022B022C022D116112A112B113109106108107105104115114STOR.114HALLWAY125HALLWAY124HALLWAY122HALLWAY1231251221261241A3013A3011A2012A2022A2011A202-A504--316A5031K1001A3021A50310A502-A504---2TYP.1A5016A5016A5016A501SIM.SIM.6A501AAAAAAAAAAAAAAAAAAAAAAAAAAAABCB11A501103102101100A120121213415559TYP.9TYP.9TYP.7768101010101112127G1A502H005D008D9TYP.9TYP.SIM.1181A501STAIR115DNUNOCCUPIEDMECHANICAL203203A203B(UNOCCUPIED)MECHANICAL202STORAGE201201202202B202AFF1A3013A3011A302NO.DESCRIPTIONa r c h i t e c t u r eALT Architecture Inc.Architecture - EngineeringInterior Architecture - PlanningSuite B2440 Dayton-Xenia RoadBeavercreek, Ohio 45434937 427 2770 voice937 426 9798 faxinfo@altarchitecture.com© ALT Architecture Inc. All rights reserved. No partof this document may be reproduced or utilized inany form without prior written authorization ofALT Architecture, Inc.DATEBEEHIVE HOMESOF LAKEVILLE, MNNEW CONSTRUCTION8305 210TH ST WLAKEVILLE, MN 5504421036NO.DESCRIPTIONDATE06/06/2022-PRE-BID REVIEWNOT FOR CONSTRUCT IONA100FLOOR PLANSCALE1/8"=1'-0"FIRST FLOOR PLAN1A100NORTH SCALEN/ASHEET NOTES1.FIRST FLOOR SLAB @ ELEVATION 0'-0" DATUMREFERENCE UNLESS OTHERWISE NOTED.2.EACH TRADE CONTRACTOR IS RESPONSIBLE FORTHOROUGHLY REVIEWING ALL OF THE CONSTRUCTIONDOCUMENTS TO COORDINATE HIS WORK WITH OTHERTRADE CONTRACTORS.3.ALL CONTRACTORS SHALL FIELD VERIFY ALLDIMENSIONS PRIOR TO ORDERING ANY MATERIALS.NOTIFY THE ARCHITECT OF ANY DISCREPANCIESFOUND.4.THE LOCATION OF ALL TRAILERS, STORAGESTRUCTURES, LAY DOWN AREAS AND OTHERTEMPORARY SITE FACILITIES SHALL BE APPROVED BYTHE OWNER AND FIRE MARSHALL.5.SEAL ALL OPENINGS AROUND PIPES, CONDUITS,DUCTS, ETC. WITH FIRE STOPPING / SMOKE RESISTANTNON-COMBUSTIBLE MATERIALS IN ACCORDANCE WITHWALL SECTIONS, PARTITION NOTES / SCHEDULE, ANDCODE COMPLIANCE PLANS.6.BLOCKING REQUIREMENTS IN DRYWALLCONSTRUCTION FOR ALL "NOT IN CONTRACT" (N.I.C)EQUIPMENT SHALL BE PROVIDED BY THECONTRACTOR.7.PROVIDE BLOCKING IN THE WALL FOR PROPERANCHORAGE OF ITEMS SIMILAR TO THE FOLLOWINGBUT NOT LIMITED TO THE FOLLOWING: WINDOWCOVERINGS, TOILET ACCESSORIES, WALL MTDMILLWORK, WALL MTD TELEVISIONS, HANDRAILS ATWALL, ETC.8.THE DRAWINGS INDICATE LOCATION, DIMENSIONS,REFERENCE AND TYPICAL DETAILS OFCONSTRUCTION. THE DRAWINGS DO NOT INDICATEEVERY CONDITION. WORK NOT PARTICULARLYDETAILED SHALL BE OF CONSTRUCTION SIMILAR TOPARTS THAT ARE DETAILED.9.COORDINATE STRUCTURAL, MECHANICAL, &ELECTRICAL REQUIREMENTS AND ROUTING WITHACTUAL FIELD LOCATIONS.10.PROVIDE WATER RESISTANT GLASS MAT GYPSUMBOARD AT ALL WET WALL LOCATIONS.-SCALEN/AGENERAL NOTES1.EXTENTS OF TRAY CEILING2.MEZZANINE WALL (OVERHEAD) COINCIDES WITHFIRST-FLOOR WALL.3.CUSTOM MILLWORK; REFER TO A504 FOR MOREINFORMATION4.CUSTOM MILLWORK; REFER TO A503 FOR MOREINFORMATION5.FURNITURE PROVIDED BY OWNER, TYPICAL.6.EXTENTS OF VAULTED CEILING.7.WRAP COLUMN WITH FIBER CEMENT BOARD; MATCHSURROUNDING AREA; REFER TO STRUCTURAL FRAMINGDETAILS8.WASHER/DRYER UNIT; COORDINATE WITHMECH/ELEC/PLUMBING; PROVIDED BY OWNER9.WALL MOUNTED TELEVISION PROVIDED BY OWNER.INSTALLED BY CONTRACTOR. PROVIDE BLOCKING ASREQUIRED.10.EDGE OF ROOF ABOVE; 24" OVERHANG AT BUILDING ALLSIDES. SEE SHEET A10311.MOP SINK; REFER TO PLUMBING FOR MOREINFORMATION12.36" GAS FIREPLACE INSERT WITH TRIM SURROUND PERINTERIOR ELEVATIONS ON A504; REFER TO MECHANICALFOR SPECIFICATION AND GAS LOAD..SCALE1/8"=1'-0"MEZZANINE FLOOR PLAN2A100NORTH- GROUND LEVEL0'-0"BEARING HEIGHT9'-1"T.O. RIDGE17'-2"T.O. RIDGE24'-0"AAAAAADDDAAAE100AT.O. RIDGE22'-9"B.O. SOFFIT8'-4"3A201GROUND LEVEL0'-0"T.O. SILL2'-0"T.O. RIDGE24'-0"AAAAAAAAAAAAGBEARING HEIGHT9'-1"B.O. SOFFIT8'-4"T.O. RIDGE18'-0"4A201DUTCH QUALITY: PRESTIGEWEATHERED LEDGE STONETYPE: VINYLCOLOR: WHITEWINDOWS:VINYL CASEMENTPRIMARY MATERIAL:STONE VENEEREXTERIOR COLOR SCHEDULECOLOR: FIELD-PAINTEDSECONDARYMATERIAL: HARDIEBOARD SIDINGTYPE: EXTERIOR INSULATEDCOLOR: WHITEDOORS:THERMA-TRUTYPE: FIBER CEMENTCOLOR: FIELD PAINTEDTRIM: FASCIA,DECORATIVE TRIM BOARDMATERIAL LEGENDDUTCH QUALITY STONE - WEATHER LEDGE, SIZE VARIESCOLOR: ASHEN(HB-1) FIBER CEMENT TRIM - COLOR TBD(HB-2) FIBER CEMENT SIDING - COLOR TBDCOLOR: FIELD PAINTEDSECONDARYMATERIAL: HARDIEBOARD TRIM(HB-3) BOARD AND BATTEN SIDING - COLOR TBDTYPE: OWENS CORNINGCOLOR: TO BE SELECTEDSHINGLE: ASPHALTASPHALT SHINGLE - COLOR TBDTYPE: KYNAR 500COLOR: COPPER SR 49STANDING SEAMSTANDING SEAM ROOF KYNAR 500 REFINISHED METALCOLOR: COPPER METAL SR 49(HB-4) FIBER CEMENT SHAKE SIDING - COLOR TBDTYPE: PREFABRICATEDCOLOR: TO BE DETERMINEDDECORATIVE BRACKETSTYPE: COPPER METAL TO MATCHSTANDING SEAM ROOFDOWNSPOUTS/GUTTERSGRADE A MATERIALS (MIN 50%): TOTALWEST EAST NORTH SOUTHSTONE VENEER = 1954 SF651 SF 514 SF 379 SF 410 SFGRADE C MATERIALS:FIBER CEMENT SIDING = 1692 SF466 SF 542 SF 319 SF 365 SFTOTAL ELEVATION AREA = 3716 SF1117 SF 1056 SF768 SF 775 SFGRADE 'A' MATERIALS = 52 % 58% 49% 49% 53%GRADE 'C MATERIALS = 48 % 42% 51% 51% 47%7'-8"8"2'-4"5'-4"PRE-FABRICATED36" BRACKETWRAP COLUMN WITHFIBER CEMENT4" PRECAST SILLSTONE VENEER2X6 FRAMING110°93°2X8 WRAPPED WITHFIBER CEMENT7'-8"8"3'-0"4'-8"PRE-FABRICATED24" BRACKETWRAP COLUMN WITHFIBER CEMENT2" PRECAST SILLSTONE VENEERWRAP SOFFIT WITH FIBERCEMENT BOARD2X6 FRAMINGSCALE1/8" = 1'-0"EAST ELEVATION2A201EXTERIORELEVATIONSSCALE1/8" = 1'-0"WEST ELEVATION1SCALEN/AGENERAL NOTES1.ALL EXTERIOR FRAME WALLS TO RECEIVE TYVEK BUILDING WRAP OVEREXTERIOR SHEATHING (LINDER FINISH SHOING MATERIAL)2.INSTALL WATER SHIELD PROTECTION AT ALL DOOR AND WINDOWOPENINGS. WRAP OVER TYVEK AND RETURN INTO OPENING IN WALL3.ALL EXTERIOR FINISHES TO BE APPROVED BY OWNER4.ALTERNATE FINISHES CONSIDERED IF ALTERNATE MEETS GENERALSPECIFICATIONS AND IS APPROVED BY OWNER, ARCHITECT.5.MODIFICATIONS TO EXTERIOR ELEVATIONS MAY LEAD TO FURTHERREVIEW BY THE LOCAL AUTHORITY HAVING JURISDICTION.6.ALL METAL FLASHING TO INCLUDE A MINIMUM 4" VERTICAL LEGEXTENSION AT WALLS AND 4" HORIZONTAL EXTENSION AT ROOFPERIMETERS AND ALL WITH HEMMED DRIP EDGES. PROVIDE METALFLASHING AT THE FOLLOWING MINUMUM LOCATIONS.A.WALL MATERIAL TRANSITIONSB.DOOR & WINDOW HEADSC.DOOR & WINDOW SILLSD.ROOF SIDEWALLS WHERE WALL MEETS ROOFE.ROOF PERIMETER AT LOW EAVE AND RAKESF.AROUND ALL ROOF PENETRATIONSNO.DESCRIPTIONa r c h i t e c t u r eALT Architecture Inc.Architecture - EngineeringInterior Architecture - PlanningSuite B2440 Dayton-Xenia RoadBeavercreek, Ohio 45434937 427 2770 voice937 426 9798 faxinfo@altarchitecture.com© ALT Architecture Inc. All rights reserved. No partof this document may be reproduced or utilized inany form without prior written authorization ofALT Architecture, Inc.DATEBEEHIVE HOMESOF LAKEVILLE, MNNEW CONSTRUCTION8305 210TH ST WLAKEVILLE, MN 5504421036NO.DESCRIPTIONDATE06/06/2022-PRE-BID REVIEWNOT FOR CONSTRUCT ION-08/10/202207/14/2022ZONING APPLICATIONZONING APP - REVISION 1-SCALE1/2" = 1'-0"ENTRANCE COLUMN3SCALE1/2" = 1'-0"ENTRANCE COLUMN4 GROUND LEVEL0'-0"BEARING HEIGHT9'-1"T.O. RIDGE24'-0"T.O. SILL2'-0"T.O. RIDGE13'-10"AACF124123T.O. RIDGE18'-0"4A2013A201AGROUND LEVEL0'-0"AABF120121126GROUND LEVEL0'-0"BEARING HEIGHT9'-1"T.O. RIDGE24'-0"T.O. RIDGE13'-10"3A201DUTCH QUALITY: PRESTIGEWEATHERED LEDGE STONETYPE: VINYLCOLOR: WHITEWINDOWS:VINYL CASEMENTPRIMARY MATERIAL:STONE VENEEREXTERIOR COLOR SCHEDULECOLOR: FIELD-PAINTEDSECONDARYMATERIAL: HARDIEBOARD SIDINGTYPE: EXTERIOR INSULATEDCOLOR: WHITEDOORS:THERMA-TRUTYPE: FIBER CEMENTCOLOR: FIELD PAINTEDTRIM: FASCIA,DECORATIVE TRIM BOARDMATERIAL LEGENDDUTCH QUALITY STONE - WEATHER LEDGE, SIZE VARIESCOLOR: ASHEN(HB-1) FIBER CEMENT TRIM - COLOR TBD(HB-2) FIBER CEMENT SIDING - COLOR TBDCOLOR: FIELD PAINTEDSECONDARYMATERIAL: HARDIEBOARD TRIM(HB-3) BOARD AND BATTEN SIDING - COLOR TBDTYPE: OWENS CORNINGCOLOR: TO BE SELECTEDSHINGLE: ASPHALTASPHALT SHINGLE - COLOR TBDTYPE: KYNAR 500COLOR: COPPER SR 49STANDING SEAMSTANDING SEAM ROOF KYNAR 500 REFINISHED METALCOLOR: COPPER METAL SR 49(HB-4) FIBER CEMENT SHAKE SIDING - COLOR TBDTYPE: PREFABRICATEDCOLOR: TO BE DETERMINEDDECORATIVE BRACKETSTYPE: COPPER METAL TO MATCHSTANDING SEAM ROOFDOWNSPOUTS/GUTTERSGRADE A MATERIALS (MIN 50%): TOTALWEST EAST NORTH SOUTHSTONE VENEER = 1954 SF651 SF 514 SF 379 SF 410 SFGRADE C MATERIALS:FIBER CEMENT SIDING = 1692 SF466 SF 542 SF 319 SF 365 SFTOTAL ELEVATION AREA = 3716 SF1117 SF 1056 SF768 SF 775 SFGRADE 'A' MATERIALS = 52 % 58% 49% 49% 53%GRADE 'C MATERIALS = 48 % 42% 51% 51% 47%SCALE1/8" = 1'-0"NORTH ELEVATION2A202EXTERIORELEVATIONSSCALE1/8" = 1'-0"SOUTH ELEVATION1NO.DESCRIPTIONa r c h i t e c t u r eALT Architecture Inc.Architecture - EngineeringInterior Architecture - PlanningSuite B2440 Dayton-Xenia RoadBeavercreek, Ohio 45434937 427 2770 voice937 426 9798 faxinfo@altarchitecture.com© ALT Architecture Inc. All rights reserved. No partof this document may be reproduced or utilized inany form without prior written authorization ofALT Architecture, Inc.DATEBEEHIVE HOMESOF LAKEVILLE, MNNEW CONSTRUCTION8305 210TH ST WLAKEVILLE, MN 5504421036NO.DESCRIPTIONDATE06/06/2022-PRE-BID REVIEWNOT FOR CONSTRUCT ION-08/10/202207/14/2022ZONING APPLICATIONZONING APP - REVISION 1-SCALEN/AGENERAL NOTES1.ALL EXTERIOR FRAME WALLS TO RECEIVE TYVEK BUILDING WRAP OVEREXTERIOR SHEATHING (LINDER FINISH SHOING MATERIAL)2.INSTALL WATER SHIELD PROTECTION AT ALL DOOR AND WINDOWOPENINGS. WRAP OVER TYVEK AND RETURN INTO OPENING IN WALL3.ALL EXTERIOR FINISHES TO BE APPROVED BY OWNER4.ALTERNATE FINISHES CONSIDERED IF ALTERNATE MEETS GENERALSPECIFICATIONS AND IS APPROVED BY OWNER, ARCHITECT.5.MODIFICATIONS TO EXTERIOR ELEVATIONS MAY LEAD TO FURTHERREVIEW BY THE LOCAL AUTHORITY HAVING JURISDICTION.6.ALL METAL FLASHING TO INCLUDE A MINIMUM 4" VERTICAL LEGEXTENSION AT WALLS AND 4" HORIZONTAL EXTENSION AT ROOFPERIMETERS AND ALL WITH HEMMED DRIP EDGES. PROVIDE METALFLASHING AT THE FOLLOWING MINUMUM LOCATIONS.A.WALL MATERIAL TRANSITIONSB.DOOR & WINDOW HEADSC.DOOR & WINDOW SILLSD.ROOF SIDEWALLS WHERE WALL MEETS ROOFE.ROOF PERIMETER AT LOW EAVE AND RAKESF.AROUND ALL ROOF PENETRATIONS SHEET: DESIGNED BY: DRAWN BY: DATE: JOB No:REV. BY:REV:DATE:DESCRIPTIONCOPYRIGHT ~ AMI CONSULTING ENGINEERS P.A. : 2006cI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSEDUNDER THELAWS OF THE STATE OFNAME:SIGNATURE:DATE:LIC. No:Consulting Engineers P.A.91 MAIN STREET, SUPERIOR, WI651.344.8783 - amiengineers.comSUPERIOR - IRON RANGE - TWIN CITIESMINNESOTAPROFESSIONAL ENGINEER07/20/202208/09/202208/18/2022_________________________________012_________________________________ISSUED FOR REVIEWCITY OF LAKEVILLE - COMMENT RESPONSECITY OF LAKEVILLE - COMMENT RESPONSE________________________________________________________________________________________________________________________________________________________________________________________________NPCTBRGNPCT_________________________________8311 210TH ST WLAKEVILLE, MN 5504407/15/2022 MHOMICHAEL OSTENDORF___________XXXXX221026BEEHIVE - LAKEVILLENPCT 8/19/2022 5:36 PM Z:\2022\221026 Beehive Lakeville\Civil\3_CAD and Point Files\e. Plansheets\C8.0 DETAILS.dwgC8.11LV-ST-15CITY OF LAKEVILLE DETAILS 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA BEEHIVE CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On September 8, 2022, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Chevalle Investments, LLC for a conditional use permit to allow a senior assisted living facility in the O-R, Office Residential Transition District located at 8305 – 210th Street. The Planning Commission held a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Comprehensive Planning District 6, which guides the property for office/residential transition use. 2. The property is zoned O-R, Office/Residential Transition District. 3. The proposed legal description of the property is: Lot 1, Block 1, Beehive Addition 4. Section 11-4-3.E 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: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The senior assisted living use of the property is consistent with the policies and provisions of Planning District 6 of the Comprehensive Land Use Plan. b) The proposed use is or will be compatible with present and future land uses of the area. 2 Finding: The senior assisted living use in the O-R District will be compatible with existing land uses in the area provided compliance with the stipulations outlined in the conditional use permit. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: The senior assisted living use in the O-R District conforms to the performance standards set forth in the Zoning Ordinance. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The senior assisted living facility use is served with existing public services and will not overburden the City’s service capacity. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation from the senior assisted living facility use can be accommodated by the streets serving the property. 5. The planning report dated September 2, 2022 prepared by Associate Planner Frank Dempsey are incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Frank Dempsey, Associate Planner, dated September 2, 2022. Dated: September 8, 2022 LAKEVILLE PLANNING COMMISSION ________________________________ Jeff Witte, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Lucas Ritchie, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Tina Goodroad, Community Development Director Daryl Morey, Planning Director Date: August 30, 2022 Subject: Beehive Addition • Preliminary and Final Plat Review • Conditional Use Permit • Grading and Erosion Control Plan Review • Utility Plan Review • Site Plan Review BBAACCKKGGRROOUUNNDD Chevalle Investments, LLC has submitted a preliminary and final plat named Beehive Addition and site plans to construct a senior assisted living center. The proposed development is located north of and adjacent to 210th Street and east of Holiday Avenue. The parent parcel consists of undeveloped agricultural farmland (PID 220280053051). The parcel is zoned O-R, Office/Residential Transition District. The preliminary and final plat consists of one (1) lot within one (1) block on 3.319 acres and does not propose any outlots created within the plat. The proposed plat will be completed by: Developer: Chevalle, LLC Engineer: AMI Consulting Engineers P.A. BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 22 OOFF 77 SSIITTEE CCOONNDDIITTIIOONNSS The Beehive Addition site primarily contains undeveloped agricultural land. The site is located within the South Creek Stormwater District with the land generally draining northwest to southeast. The site is bordered to the east and west by privately owned businesses and to the north by residential rear yards extending from homes along 208th Street. An existing driveway is located within an easement on the southwest corner of the parent parcel. The survey for the property identified several private planter boxes that encroach onto the parent parcel. An abandoned underground gas line is located along the north property line. EEAASSEEMMEENNTTSS The following private easement exists on the parent parcel that will be vacated in association with Northern Natural Gas Company with the development of the parent parcel: • Natural Gas Line easement in favor of Northern Natural Gas Company per document No. 570700 The following easements exist on the parent parcel that will remain with development of the property: • Easement for Highway per Dakota County Right of Way Map No. 164 and Document No. 1357154 • Sanitary Sewer Easement per Document No. 1348516 and 1348517 • Ingress and Egress Easement per Document No. 1291018, 1291437 and 3316469 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 210th Street West Beehive Addition is located north of and adjacent to 210th Street, a major collector roadway as identified in the City’s Transportation Plan. 210th Street received various improvements with City Project 22-03 including pavement and trail rehabilitation adjacent to the parent parcel. The Developer is dedicating the necessary ½ right-of-way for 210th Street as shown on the final plat. Access to the site is proposed via a new driveway entrance on 210th Street. The proposed new driveway entrance meets the City’s spacing requirements. The Developer shall construct a commercial driveway apron per City details for the driveway entrance. A $10,000 security will be required with the final plat for the construction of the driveway entrance onto the public roadway. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 33 OOFF 77 Construction traffic access and egress shall be restricted to a single entrance from 210th Street. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The park dedication fee has not been collected on the parent parcel and will be satisfied through a cash contribution that shall be required at the time of final platting. The Park Dedication Fee will be based on the rate in effect at the time of final plat approval, calculated as follows: 2.914 acres x $8,078.00/acre = $23,539.29 Area of Lots 1 Beehive Addition Park Dedication Fee (Commercial) Park Dedication Requirement An existing, recently reconstructed, trail is located along the north side of 210th Street adjacent to the plat. The Developer is proposing to remove and replace a section of trail adjacent to the plat to install a driveway entrance and connect to the City’s existing storm sewer along 210th Street. The Developer will be required to replace the trail in one continuous pass to minimize match lines in the trail along 210th Street. A $5,000 security is required to be submitted with the final plat for the trail restoration. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Beehive Addition is located within subdistrict SC-10275 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. Development of Beehive Addition includes the connection of an 8-inch sanitary sewer service to the existing 9-inch sanitary sewer with a manhole located within City owned Right-of-Way to provide service to Lot 1, Block 1, Beehive Addition. The Developer shall provide a $10,000 security for connection to the public sanitary sewer. The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required. The Sanitary Sewer Lateral Charge is due and shall be paid with the final plat for the existing 9-inch Sanitary Sewer along 210th Street, adjacent to the parent parcel, calculated as follows: 417.86 ft x $41.50 = $17,341.19 Sanitary Sewer Length Adjacent to Parent Parcel 2022 Sanitary Sewer Lateral Charge Per Foot Sanitary Sewer Lateral Charge required WWAATTEERRMMAAIINN An existing 8-inch watermain service extends into the property in the southwest portion of the parcel. Development of Beehive Addition includes the connection of a 6-inch watermain BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 44 OOFF 77 service to the existing 8-inch watermain service with a reducing tee to provide service to Lot 1, Block 1, Beehive Addition. The lateral watermain access charge is due and shall be paid with the final plat for the existing 12-inch watermain along 210th Street adjacent to the parent parcel, calculated as follows: 417.86 ft x 48.00 = $20,057.28 Watermain Length Adjacent to Parent Parcel 2022 Lateral Watermain Charge Per Foot Watermain Lateral Charge required DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG The parent parcel is located within subdistrict SC-188 of the South Creek drainage district, as identified in the City’s Water Resources Management Plan. Development of Beehive Addition will include the construction of one privately owned and maintained stormwater infiltration basin. The private stormwater basin will be located within Lot 1, Block 1, Beehive Addition. The Developer shall sign a private maintenance agreement for the stormwater basin and dedicate an easement over the stormwater management area prior to the recording of the final plat. The infiltration basin will provide water quality treatment, volume reduction and rate control of the stormwater runoff generated from the proposed site improvements. Stormwater basin designs must be reviewed by the City and be consistent with City requirements prior to approval of construction plans. Prior to City Council approval of the final plat, outstanding stormwater basin comments are required to be addressed by the applicant. 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. The proposed site plan and improvements contain 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 and prior to the issuance of a building permit. SSTTOORRMM SSEEWWEERR Privately owned and maintained storm sewer will be constructed with Beehive Addition. Private storm sewer constructed within Lot 1, Block 1, Beehive Addition will convey runoff to a privately owned and maintained stormwater infiltration basin. The privately owned and BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 55 OOFF 77 maintained stormwater basin will outlet to the existing City storm sewer system along 210th Street West. The Developer shall provide a $2,000 security with the final plat for the storm sewer connection. The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be collected with the Beehive Addition final plat, calculated as follows: Trunk Storm Sewer Area Charge Summary Gross Area of Beehive Addition 144,581.00 s.f. 210th Street Right of Way (-) 17,664.00 s.f. Total = 126,917.00 s.f. 126,917.00 s.f. x $0.250/s.f. = $31,729.25 Net Area of Beehive Addition Commercial Area Charge Total Trunk Storm Sewer Area Charge FEMA FLOODPLAIN ANALYSIS Beehive Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on the site. 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 SWPPP and shown on the plans. 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. The MS4 Administration Fee has not been collected on the parent parcels and will be required to be paid with the final plat, calculated as follows: $139,834.00 x 2% Grading Costs = $2,796.68 Mass Grading Cost MS4 Admin Fee Total BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 66 OOFF 77 SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Beehive Addition. CONSTRUCTION COSTS Connect to Existing Storm Sewer Connect to Existing Sanitary Sewer 2,000.00 10,000.00 210th Street Trail Patching Commercial Driveway Apron 6,263.33 10,000.00 Erosion Control and Restoration 10,952.70 SUBTOTAL - CONSTRUCTION COSTS $ 39,216.03 OTHER COSTS Developer’s Design (3.0%) $ 1,176.48 Developer’s Construction Survey (2.5%) 980.40 City’s Legal Expense (0.5%) 196.08 City Construction Observation (5.0%) 1,960.80 Developer’s Record Drawing (0.5%) 196.08 Landscaping 90,520.00 Native Seeding in Infiltration Basin Streetlights Lot Corners 25,000.00 1,400.00 100.00 SUBTOTAL - OTHER COSTS $121,529.84 TOTAL PROJECT SECURITIES $ 160,745.87 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $100.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading. The streetlight security totals $1,400 which consists of one (1) mast-arm streetlight at $1,400 each to be placed at the proposed entrance. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 417.86 LF x $0.2832/front foot/qtr. x 4 qtrs. = $473.35 210th Street Front Footage Streetlight Operating Fee Total BBEEEEHHIIVVEE AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 3300,, 22002222 PPAAGGEE 77 OOFF 77 A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 1 units x $90.00/unit = 90.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf format. A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final plat approval and is calculated as follows: 2.914 acres x 4.20 x $71.52 / year = $875.32 Lot 1, Block 1 Beehive Addition Commercial/Industrial Residential Equivalent Utility Factor Environmental Resources Fee Total The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction costs, or $1,176.48. CASH REQUIREMENTS Park Dedication Streetlight Operating Fee Lateral Sanitary Sewer Charge Trunk Storm Sewer Area Charge Watermain Lateral Charge $23,539.29 473.35 17,341.19 31,729.25 20,057.28 City Base Map Updating Fee 90.00 Environmental Resources Management Fee MS4 Admin Fee (2% Project Grading Costs) 875.32 2,796.68 City Engineering Administration (3.00%) 1,176.48 TOTAL CASH REQUIREMENTS $98,078.84 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, grading and erosion control plan, and utility plan for Beehive Addition, subject to the requirements within this report.