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HomeMy WebLinkAboutItem 05 Gilb Fitzpatrick Second Addition 1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: August 12, 2022 Subject: Packet Material for the August 18, 2022 Planning Commission Meeting Agenda Item: 1. Preliminary and final plat of Gilb Fitzpatrick Second Addition. 2. Vacation of a drainage and utility easement BACKGROUND Jill Hammes has submitted applications for the preliminary and final plat of one commercial lot and the vacation of drainage and utility easements associated with the proposed platting of property to be known as Gilb Fitzpatrick Second Addition. A 9,504 square foot, two tenant medical office building is proposed including associated parking. The subject property consists of a part of Lot 1, Block 1, Gilb Fitzpatrick Addition and a metes and bounds described parcel that formerly included a single family home. The property is located south of 202nd Street (CSAH 50), north of 203rd Street, and west of Iberia Avenue. The preliminary and final plat is 1.18 acres (approximately 51,617 square feet). The original Gilb Fitzpatrick Addition was platted in 2000 and included the construction of the auto repair building that is now occupied by Hometown Auto Repair to the east and the New Horizon Day Care building to the west. Approximately 32,250 square feet of Lot 1, Block 1, Gilb Fitzpatrick Addition is included in the Gilb Fitzpatrick Second Addition plat. The preliminary and final plat plans have been submitted to the Engineering Division, the Parks and Recreation Department, and the Dakota County Plat Commission. The following exhibits are attached for your information: EXHIBITS A. Location and Zoning Map 2 B. Aerial Photo Map C. Survey D. Preliminary Plat E. Final Plat F. Grading, Drainage and Utility Plan G. Site and Landscape Plan H. Building Floor Plan and Elevations Plan I. Easement Vacation Sketch J. Dakota County Plat Commission letter, dated July 8, 2022 PRELIMINARY AND FINAL PLAT a. Comprehensive Plan. The subject property is located in Planning District No. 4, Central Lakeville, of the 2040 Land Use Plan. Planning District No. 4 guides the subject property for commercial development. b. Zoning. The subject property is zoned C-3, General Commercial District. Surrounding Land Uses and Zoning: north – 202nd Street (CSAH 50) and commercial development (PUD District) south – 203rd Street and Dakota County CDA Townhomes (PUD District) east – Hometown Auto and Frandsen Bank (C-3 District) west –New Horizon Academy Day Care (C-3 District) c. Existing Site Conditions. The area of the preliminary and final plat is presently undeveloped and until recently included a single family home fronting 202nd Street on the north one-third of the property and the undeveloped portion of Lot 1, Block 1, Gilb Fitzpatrick Addition on the south two-thirds of the property. d. Lots/Blocks/Outlots. The preliminary and final plat consist of one lot and one block. The proposed lot area of 51,617 square feet and lot width of 124 feet exceeds the 20,000 square foot lot area and 100 foot lot width requirements of the C-3 District. e. Streets/Pedestrian Paths. The preliminary and final plat of Gilb Fitzpatrick Second Addition abuts 202nd Street (CSAH 50) and 203rd Street. The preliminary and final plat provides right-of-way for 202nd Street and 203rd Street as required by Dakota County and the City. The driveway that served the single family home lot off of 202nd Street will be removed and the trail and boulevard area will be restored. Access to Lot 1, Block 1, Gilb Fitzpatrick Second Addition will be from 203rd Street and via a shared driveway between the Frandsen Bank and Hometown Auto. A recorded private access easement is currently in place for the shared access driveway. A 10 foot wide bituminous trail is located adjacent to 202nd Street. Concrete sidewalks were not included in the construction of 203rd Street in 2000 and will not be required with the proposed preliminary and final plat. 3 f. Grading, Drainage, Erosion Control and Utilities. City sewer and water is currently available to the Gilb Fitzpatrick Second Addition site. Grading and utility plans have been submitted with the Gilb Fitzpatrick Second Addition preliminary and final plat. Sewer, water and storm sewer utilities are located adjacent to the property. Approximately 32,250 square feet of the area of the proposed final plat paid the storm sewer area charge when Gilb Fitzpatrick Addition was platted in 2000. The metes and bounds described portion of the subject property will be subject to the storm sewer area charge upon approval of the final plat. Grading, drainage, erosion control, and utility review comments are addressed in the Engineering Division review memo prepared by Alex Jordan, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager, dated August 12, 2022. A copy of the engineering report is attached. The Engineering Division recommends approval of the Gilb Fitzpatrick Second Addition preliminary and final plat and easement vacation. g. Wetlands. There are no wetlands located in the Gilb Fitzpatrick Second Addition preliminary and final plat. h. Tree Preservation. There are no significant trees located within the Gilb Fitzpatrick Second Addition preliminary and final plat. i. Park Dedication, Trails and Sidewalks. The Parks, Trails, and Open Space System Plan does not designate any area within the proposed plat as future park land. The park dedication requirement for Lot 1, Block 1, Gilb Fitzpatrick Addition was paid in 2000. The approximate 19,368 square foot metes and bounds parcel has not paid park dedication and will be required with final plat approval. The park dedication commercial rate is $8,078 per acre. j. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary and final plat at their July 6, 2022 meeting. No additional right-of-way for 202nd Street (CSAH 50) is required. The final plat includes restricted access rights abutting 202nd Street. The Plat Commission dated July 8, 2022 letter is attached as Exhibit J. SITE PLAN Setbacks. The proposed two-unit medical office building is subject to the following minimum building setback requirements for the C-3 District: Abutting a Public Street: 30 feet Interior Lot Lines: 10 feet Parking: 15 feet (abutting street), 5 feet (interior lot lines) The proposed building and parking lot comply with the setback requirements of the Zoning Ordinance. 4 Parking. The proposed 9,054 square foot medical office building requires 41 parking spaces given the requirement of one parking space per 200 square feet of floor area. The site plan proposes 49 parking spaces, including three handicap accessible spaces, in compliance with Zoning Ordinance requirements. The proposed parking spaces and drive aisle dimensions comply with the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be 9 feet in width and 18 feet in length with a two foot curb overhang. Circulation/Loading Area. Access to the site will be from two points. A single driveway at 203rd Street and a shared driveway across a private access easement to Iberia Avenue between the auto repair and bank buildings. Landscaping. The landscape plan proposes three deciduous trees and four spruce trees on site. Numerous shrubs and perennial plants are included around the building periphery and parking lot. In ground irrigation is required. Any ground mounted mechanical equipment will require landscape screening. A $20,000 landscaping escrow shall be submitted as security with the final plat to guarantee installation of the landscaping. Building Exterior. The proposed 9,054 square foot building includes primarily Grade A (brick, stone, and glass) on all four sides. The proposed exterior building materials comply with Zoning Ordinance requirements. Trash Enclosure. The trash and recycling enclosure will be located on the south side of and abutting the building and shall be screened to a minimum six foot height with materials that match the building exterior and a durable maintenance-free gate. Signs. The Zoning Ordinance allows one freestanding sign and one wall sign per building tenant with a separate entrance. A signage plan has not yet been submitted. All signs require approval of a sign permit prior to installation in accordance with 11-23 of the Zoning Ordinance. Exterior Lighting. Downcast cut-off lighting is proposed to illuminate the exterior of the building in compliance with Zoning Ordinance requirements. Snow Storage. Snow storage shall not take place in required parking spaces. Stormwater Maintenance Agreement. A Stormwater Maintenance Agreement will be required for the proposed on-site stormwater basin. The agreement will be conditioned on final plat approval. EASEMENT VACATION The public drainage and utility easement to be vacated was created with the final plat of Gilb Fitzpatrick Addition plat. That portion of property will be incorporated into proposed Lot 1, Block 1, Gilb Fitzpatrick Second Addition, which will include the required drainage 5 and utility easements. All parties with a real or potential interest in the easement vacation were notified, including utility companies. No responses were received from the public hearing notice. RECOMMENDATION Planning Department staff recommends that the request for the preliminary and final plat of Gilb Fitzpatrick Second Addition subject to the following stipulations: 1. The property shall be developed in accordance with the recommendations outlined in the engineering report dated August 12, 2022. 2. The site and building shall be developed and constructed in accordance with Zoning Ordinance requirements and according to the preliminary and final plat plans approved by the City Council. 3. A stormwater maintenance agreement shall be required for the on-site stormwater basin as a condition of final plat approval. 4. A $20,000 security shall be submitted to guarantee installation of the landscaping. 5. The trash and recycling enclosure shall be screened to a minimum six foot height with materials that match the building exterior and a durable maintenance-free gate. 6. All signs require approval of a sign permit prior to installation in accordance with 11-23 of the Zoning Ordinance. 7. Snow storage shall not take place in required parking spaces. Gilb Fitzpatrick Second Addition Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 200 feet 7/21/2022 SB-7SB-2SB-3SB-6SB-1SB-4SB-5BENCH - TNH = 984.12203RD STREET WEST(202ND STREET WEST)DAKOTA COUNTY HIGHWAY RIGHT OF WAYMAP NO. 176 PER DOC. NO. 1319914 (ITEM 4)C.S.A.H. NO. 50REMOVE DRIVEVACATE EXISTING PERIMETERPUBLIC DRAINAGE ANDUTILITY EASEMENTS ANDRE-DEDICATE ON FINAL PLATAPPRO Development, Inc.21476 Grenada Ave.Lakeville, MN 55044952-469-2171TOPOGRAPHIC SURVEYAND SOIL BORINGLOCATIONSNEW CLINICLAKEVILLE, MNEXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR.TRANSFORMERCBLX.CABLE BOXTEL.TELEPHONE BOXE.M.ELECTRIC METERG.M.GAS METERA.C.AIR CONDITIONERHYDRANTWATER VALVEP.I.V.POST INDICATOR VALVESANITARY MANHOLEC.O.CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTEPROPERTY DESCRIPTION:All that part of the Southeast 1/4 of the Northwest 1/4 of Section 29, Township 114, Range 20, Dakota County,Minnesota, described as follows: Commencing at the Northwest corner of said Southeast 1/4 of the Northwest 1/4 ofSection 29; thence Easterly on the North line of said Southeast 1/4 of the Northwest 1/4 a distance of 1070.05 feet toa point 257.15 feet Westerly from the Northeast corner of said Southeast 1/4 of the Northwest 1/4 and the actual pointof beginning; thence Southerly parallel with the East line of said Southeast 1/4 of the Northwest 1/4 a distance of233.70 feet; thence Westerly parallel with the North line of said Southeast 1/4 of the Northwest 1/4 a distance of124.00 feet; thence Northerly parallel with said East line of the Southeast 1/4 of the Northwest 1/4 a distance of233.70 feet to the North line of said Southeast 1/4 of the Northwest 1/4; thence Easterly on said North line a distanceof 124.00 feet to the actual point of beginning, Dakota County, Minnesota.EXCEPT that part thereof lying:Northerly of a line run parallel with and distant 60 feet Southerly of Line 1 described below:Line 1Beginning at a point on the North and South 1/4 line of said Section 29, distant 1334.29 feet South of the North 1/4corner thereof; thence run Westerly at an angle of 90 degrees 54 minutes 18 seconds from said North and South 1/4line (measured from North to West) for 700 feet and there terminating, Dakota County, Minnesota.And:Lot 1, Block 1, GILB FITZPATRICK ADDITION, Dakota County, Minnesota.Except that part lying northerly and easterly of the following described line:Commencing at the southwest corner of said Lot 1; thence South 56 degrees 17 minutes 19 seconds East, assumedbearing, along the south line of said Lot 1 a distance of 14.65 feet; thence easterly, along the southerly line of said Lot1, a distance of 128.77 feet along a tangential curve concave to the north having a central angle of 34 degrees 45minutes 21 seconds and a radius of 212.28 feet; thence North 00 degrees 17 minutes 49 seconds West along theeasterly line of said Lot 1 a distance of 105.25 feet to the point of beginning of said line to be described; thence South88 degrees 57 minutes 20 seconds West a distance of 9.65 feet; thence North 00 degrees 17 minutes 49 secondsEast a distance of 163.95 to the north line of said Lot 1 and said line there terminating.(Abstract Property)EXISTING BOUNDARY PUBLIC DRAINAGE AND UTILITY EASEMENT TO BE VACATED:The 10' wide public drainage and utility easement adjoining the north and south property lines, and the5' wide public drainage and utility easement adjoining the east and west property lines of the abovedescribed property. BENCH - TNH = 984.12203RD STREET WEST(202ND STREET WEST)C.S.A.H. NO. 50101087NEW BUILDINGFF = 981.277LOT 1BLOCK 1MONUMENT SIGNAPPRO Development, Inc.21476 Grenada Ave.Lakeville, MN 55044952-469-2171PRELIMINARY PLATGILB FITZPATRICKSECOND ADDITIONNEW CLINICLAKEVILLE, MNPROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSGENERAL NOTES1.The underground utilities shown have been located from field survey information. The surveyor makes noguarantees that the underground utilities shown comprise all such utilities in the area, either in service orabandoned. The surveyor further does not warrant that the underground utilities shown are in the exactlocation indicated although he does certify that they are located as accurately as possible from the informationavailable. The surveyor has not physically located the underground utilities. Call Gopher State One Call at811 for all utility, gas line, and electrical line locations prior to excavation.2.This survey was prepared using First American Title Insurance Company, Issuing Agent: DCA Title.Commitment No. 22-040100-XC, dated April 7, 2022 at 7:30 a.m.3.Property address: 9056 202nd Street West, Lakeville, MN 550444.Subject property lies in Zone X as it appears on Flood Insurance Rate Map Community - Map Number 27037C0213E, dated December 2, 2011.5.Benchmark - Dakota County Datum.6.Area of property to be platted: 51,617 sq. ft. = 1.185 AcresArea of proposed Lot 1, Block 1 = 51,617 sq. ft. = 1.185 Acres7.Property is zoned C-3 (GENERAL COMMERCIAL DISTRICT).Building setbacks:Front = 30 feetSide = 10 feetRear = 30 feet8.Bearings based on Dakota County section breakdown.9.Common Driveway and Access Easement per Document No. 1409998 is shown on the survey. EXCEPTION130.08080EXCEPTIONLOT 1BLOCK 1DEPARTMENT 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 CERTIFICATEGILB FITZPATRICK SECOND ADDITIONDAKOTA COUNTY BOARD OF COMMISSIONERS SB-7SB-2SB-3SB-6SB-1SB-4SB-5BENCH - TNH = 984.12203RD STREET WEST(202ND STREET WEST)C.S.A.H. NO. 501010879 7 8 . 3 2 NEW BUILDINGFF = 981.2978.199 8 0 . 4 0 980.59 9 7 9 . 4 4 9 8 0 . 4 0 9 7 9 . 6 2 979.95980.59 979.089 8 0 . 4 0 77CURB INLET CATCH BASINAND 10 L.F. OF 12" STORMPIPE AT 5.0% SLOPETC=979.08INV=975.58978.90979.10 9 7 9 . 0 8978.72980.40 9 7 9 . 1 810 L.F. OF 4" SANITARYSEWER LINE979.76 978.10978.10978.45979.56 980.29 978.63980.10980.90980.90 980.70 CORE DRILL EXISTINGCATCH BASIN ATELEV=975.098 L.F. OF 10" STORM PIPE AT1.5% SLOPEFE = 977.00INV AT MH = 975.53STORM MANHOLE AND 20 L.F. OF12" STORM PIPE CONNECTED TOEXISTING 12" STUBTC = 979.90INV = 975.53INFILTRATION BASINBOTTOM=975.0HWL=978.2FOREBAYSEDIMENTATIONBASIN10 L.F. OF 1.5" WATERSERVICE LINEMONUMENT SIGNRIP-RAPOVERFLOW = 977.5EOF=979.5980.90 TOP OF BERM=978.5FE=977.0EXCAVATE BASIN TO ELEVATION = 973.0AND PLACE 2 FEET OF AMENDED SOILS(80% SAND AND 20% COMPOST)BUILDING ROOF WATER WILLDISCHARGE TO ROOFGUTTERS AND DOWNSPOUTSAND BE PIPED TO BASINPERIMETER ROOF DRAIN PIPEFROM GUTTERS TO BASINAPPRO Development, Inc.21476 Grenada Ave.Lakeville, MN 55044952-469-2171GRADING, DRAINAGEAND UTILITY PLANNEW CLINICLAKEVILLE, MNPROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSNOTES1)UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROMVISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS-BUILT). CALL GOPHERSTATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION.2)CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY SPECIFICATIONS.3)INSTALL SILT FENCE PRIOR TO EXCAVATION AS NEEDED.4)RE-VEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADING.5)NO WETLANDS EXIST ON SITE.6)THE STREET MUST BE CLEARED OR DEBRIS AT THE END OF EACH DAY. ADDITIONAL SWEEPING WILL BEREQUIRED DURING THE HAULING PROCESS. ALL STREETS MUST BE MAINTAINED TO SAFE DRIVING CONDITIONS.7)ALL DOWNSTREAM EXISTING CATCH BASINS MUST HAVE INLET PROTECTION.8)CONTRACTOR SHALL DETERMINE STOCK PILE AREAS AND CONCRETE WASHOUT AREAS PRIOR TO EXCAVATIONAND PROVIDE NECESSARY EROSION CONTROL.9)PROPOSED SLOPES AS SHOWN ARE NOT GREATER THAN 3:1.10)USE "CITY OF LAKEVILLE UTILITY AND STREET CONSTRUCTION STANDARDS AND SPECIFICATIONS.11)NEW DRIVE ACCESS TO 203RD STREET WEST SHALL HAVE STOP SIGN AND STOP BAR.12)USE SCHEDULE 40 PVC UNDER FOOTINGS AND IN FOOTPRINT OF BUILDING.13)NET NEW IMPERVIOUS = 29,277 SQ FT = 3,569 CU FT POND REQUIRED, POND SHOWN = 5,715 CU FT 202ND STREET WEST (CR 50)203RD STREET WESTPROPERTY LINE: 319'-0" +/- PROPERTY LINE: 105'-0" +/-PROPERTY LINE: 10'-0" +/-PROPERTY LINE: 378'-0" +/-PROPERTY / ROW LINE: 144'-0" +/-10 INFLITRATION BASIN AREA: PAVING SETBACK & DRAINAGE/ UTILITY EASEMENT LINE BUILDING SETBACK BUILDING SETBACK PAVING SETBACK & DRAINAGE/ UTILITY EASEMENT LINE PAVING SETBACK & DRAINAGE/ UTILITY EASEMENT LINE BUILDING SETBACK LINE OF DRAINAGE/ UTILITY EASEMENT LINE LINE OF BUILDING SETBACK BUILDING SETBACK & DRAINAGE/ UTILITY EASEMENT LINE DUMPSTER ENCLOSURE EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED PAVEMENT SETBACKLINE OF PAVING SETBACK PROPERTY / ROW LINE: 124'-0" +/-BITUMINOUS PATHEDGE OF ROADWAY10 8 7 9,504 S.F. P ROP OSED NEW BUILDING MONUMENT SIGN EDGE OF EXIST. PAVEMENT EXIST CURB AND GUTTER TURF GRASS SEED MIX NEW CONCRETE DRIVEW AY APRON AUTO PARKING BITUMINOUS DRIVE BITUMINOUS DRIVE DUAL-PURPOSE CONC. WALK ROCK MULCH EXISTING PARKING ON ADJACENT LOT EXISTING CURB AND GUTTER 5' - 0"10' - 0"5' - 0"10' - 0"10' - 0"5' - 0"7' - 0"90' - 0"7' - 0"99' - 0" 18' - 0"24' - 0" 7 7 63' - 0"7' - 0"24' - 0"18' - 0"24' - 0"40' - 0"30' - 0" ROCK MULCH 6 TYPE F 1 TYPE A 2 TYPE I 1 TYPE D 2 TYPE I 1 TYPE D 3 TYPE G L.P.L.P. L.P. 1 TYPE B EXISTING SPRUCE TREES EXISTING SPRUCE TREE SEDIMENTATION BASIN AREA: 3 TYPE F ROCK MULCH AT PENISULA ROCK MULCH ROCK MULCH 7 TYPE E 4 TYPE H 7 TYPE E 2 TYPE H 2 TYPE H 5 TYPE E 2 TYPE H 4 TYPE E 2 TYPE H 4 TYPE E 7 TYPE E 7 TYPE E 4 TYPE H 4 TYPE H 3 TYPE E 12 TYPE J 12 TYPE E TURF GRASS SEED MIX TURF GRASS SEED MIX INFILTRATION SEED MIX(CONFIRM WITH CIVIL)SOD TURF GRASS SEED MIX WOOD MULCH ROCK MULCH 3 TYPE L 2 TYPE K 3 TYPE L 3 TYPE L 2 TYPE K 15' - 0" SITE INFORMATION: TOTAL LOT AREA: 1.185 ACRES, 51,619 S.F. ZONING: C-3 COMMERIAL DISTRICT BUILDING SETBACKS: FRONT: 30 FEET MINIMUM AT CO. RD 50 SIDE/INTERIOR: 10 FEET MINIMUM REAR:10 FEET MINIMUM PARKING SETBACKS: 15 FROM ANY PUBLIC OR PRIVATE ROAD. 5' FROM REAR OR SIDE INTERIOR PROPERTY LINE SITE CONSTRAINTS: MAXIMUM IMPERVIOUS SURFACE LOT COVERAGE = N/A PROPOSED BUILDING SIZE: NEW BUILDING:9,504 SF PARKING REQUIREMENTS: REQUIRED PARKING STALL SIZE: 90 DEGREES, 9'-0" x 20'-0" (2' CURB OVERHANG ALLOWED) 24'-0" AISLE PARKING SUMMARY: NEW BUILDING OFFICE: 9,504 SF -10% = 8554/200 SF = 43 TOTAL AMOUNT OF REQUIRED PARKING = 43 SPACES AMOUNT OF PARKING SHOWN ONSITE = 49 ACTUAL SPACES (3 ACCESSIBLE) ZONING ORDINANCE USED: CITY OF LAKEVILLE CODE OF ORDINANCES - ON-LINE DATE: 05/03/2022 SITE LOCATION SYM.QUANTITY COMMON NAME SKYLINE HONEYLOCUST ACCOLADE ELM BLACK HILLS SPRUCE SUMMER WINE NINEBARK DAYLILY -MIX ANNABELLE HYDRANGEA DWARF BLUE GLOBE GRASS KARL 'FOERSTER' GOLDFLAME SPIREA BLACK CHOKEBERRY DWARF BLUE GLOBE DWARF KOREAN LILAC 2 1 4 2 56 9 3 16 4 12 4 9 A B C D E F G H I J K L PLANT MATERIAL LEGEND BOTANICAL NAME GLEDITSIA TRIACANTHOS VAR. INERMIS ULMUS JAPONICA X WILSONIANA 'MORTON' ACER X FREEMAN 'JEFFERSRED' PHYSOCARPUS OPULIFOLIUS 'SEWARD' HEMEROCALLIS 'STELLA' HYDRANGE ARBORESCENS 'ANNABELLE' PICEA PUNGENS "GLOBOSA' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' SPIREA X BUMALDA 'GOLDFLAME' ARONIA MELANOCARPA PICEA PUNGENS 'GLOBOSA' SYINGA MEYERI 'PALIBIN' SIZE/ROOT 2 1/2" DIA. BALLED AND BURLAPPED 2 1/2" DIA. BALLED AND BURLAPPED 8'-0" HIGH MIN. BALLED AND BURLAPPED #10 CONTAINER (24" MIN HEIGHT) #1 CONTAINER (18" MIN HEIGHT) #5 CONTAINER (18" MIN HEIGHT) #3 CONTAINER (18" MIN HEIGHT) #3 CONTAINER (18" MIN HEIGHT) #2 CONTAINER (18" MIN HEIGHT) #5 CONTAINER (24" MIN HEIGHT) #5 CONTAINER (24-36" HEIGHT) #5 CONTAINER (24-36" HEIGHT) REMARKS Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com Copyright © by APPRO Development. Inc PRELIMINARY NOT FOR CONSTRUCTION As indicated 8/11/2022 4:10:36 PMA1-1 SITE/LANDSCAPE PLAN 22-01-0044 9056 202ND STREET WEST, LAKEVILLE, MN 55044 NEW CLINIC 07/27/22 DRS BWR 20'10'0'20' 1" = 20'-0"A1-1 1 SITE/LANDSCAPE PLAN NORTHNo. Description Date A1-1 2 VIEW FROM NORTHEAST LOCATION MAP ADDED DIMENSION TO SIGN LOCATION 08/11/22 18' - 3"20' - 0"18' - 3"56' - 6"169' - 0"56' - 6"71' - 0"30' - 0"51' - 11 15/16"20' - 0"8' - 0"4' - 0" 4' - 0"4' - 0"40' - 6"20' - 0"ENTRY ENTRY SECONDARY EXIT/ENTRYSECONDARY EXIT/ENTRY MEDICAL OFFICE SPACE:OFFICE/RETAIL LEASE SPACE:5-6,000 SF 3,504 SF UTILITY, EMPLOYEE WELLNESS AND RESTROOM CORE ASPHALT SHINGLES PRE-FINISHED METAL FASCIA BRICK CULTURED STONE GRADE PRE-FINISHED METAL FASCIA FIBER CEMENT SIDING FIBER CEMENT ACCENT SIDING AROUND WINDOWS WINDOW BRICK PIERS CULTURED STONE ASPHALT SHINGLES PRE-FINISHED METAL SOFFIT AND FASCIA BRICK FIBER CEMENT ACCENT SIDING AROUND WINDOWS CULTURED STONE BASE GRADE WINDOWS ALUMINUM/GLASS STOREFRONT ENTRY FIBER CEMENT SIDING IN GABLE EXTERIOR BUILDING MATERIALS/COLORS: CULTURED STONE VENEER -COUNTRY LEDGESTONE BRICK -MODULAR SIZE, COLOR BLEND; MORTAR COLOR -TINTED FIBER CEMENT SIDING -PREFINISHED, RED ALUMINUM STOREFRONT/WINDOWS -CHAMPAGNE ANNODIZED/ GLASS -STD. GRAY TINT ASPHALT SHINGLES -MOIRE BLACK GUTTER/DOWNSPOUTS -BRONZE FASCIA AND SOFFITS -BRONZE HM DOORS AND FRAMES -PAINTED EXTERIOR LIGHT FIXTURES (WALL LIGHTS AND LIGHT POLES) -FACTORY PRE-FINISHED BLACK EXTERIOR BUILDING MATERIAL CALCULATIONS: EAST ELEVATION: TYPE 'A' MATERIAL = 1,045 SF OR 67% (GLASS, ARTIFICIAL STONE, BRICK) TYPE 'C' MATERIAL = 525 SF OR 33% (FIBER CEMENT SIDING) TOTAL AREA OF WALL = 1,570 SF NORTH ELEVATION: TYPE 'A' MATERIAL = 437 SF 0R 65% TYPE 'C' MATERIAL = 235 SF OR 35% TOTAL AREA OF WALL = 672 SF WEST ELEVATION: TYPE 'A' MATERIAL = 1,510 SF OR 87% TYPE 'C' MATERIAL = 220 SF OR 13% TOTAL AREA OF WALL = 1,730 SF SOUTH ELEVATION: TYPE 'A' MATERIAL = 565 SF OR 100% TOTAL AREA OF WALL = 565 SF Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com Copyright © by APPRO Development. Inc PRELIMINARY NOT FOR CONSTRUCTION 1/8" = 1'-0"7/11/2022 2:14:11 PMA2-1 MAIN LEVEL FLOOR PLAN 22-01-0044 9056 202ND STREET WEST, LAKEVILLE, MN 55044 NEW CLINIC 07/11/22 DRS BWR No. Description Date 1/8" = 1'-0"A2-1 1 FLOOR PLAN NORTH 8'4'0'8' 1/8" = 1'-0"A2-1 2 EAST ELEVATION 1/8" = 1'-0"A2-1 3 NORTH ELEVATION SB-7SB-2SB-3SB-6SB-1SB-4SB-5BENCH - TNH = 984.12203RD STREET WEST(202ND STREET WEST)DAKOTA COUNTY HIGHWAY RIGHT OF WAYMAP NO. 176 PER DOC. NO. 1319914 (ITEM 4)C.S.A.H. NO. 50REMOVE DRIVEVACATE EXISTING PERIMETERPUBLIC DRAINAGE ANDUTILITY EASEMENTS ANDRE-DEDICATE ON FINAL PLATAPPRO Development, Inc.21476 Grenada Ave.Lakeville, MN 55044952-469-2171TOPOGRAPHIC SURVEYAND SOIL BORINGLOCATIONSNEW CLINICLAKEVILLE, MNEXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR.TRANSFORMERCBLX.CABLE BOXTEL.TELEPHONE BOXE.M.ELECTRIC METERG.M.GAS METERA.C.AIR CONDITIONERHYDRANTWATER VALVEP.I.V.POST INDICATOR VALVESANITARY MANHOLEC.O.CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTEPROPERTY DESCRIPTION:All that part of the Southeast 1/4 of the Northwest 1/4 of Section 29, Township 114, Range 20, Dakota County,Minnesota, described as follows: Commencing at the Northwest corner of said Southeast 1/4 of the Northwest 1/4 ofSection 29; thence Easterly on the North line of said Southeast 1/4 of the Northwest 1/4 a distance of 1070.05 feet toa point 257.15 feet Westerly from the Northeast corner of said Southeast 1/4 of the Northwest 1/4 and the actual pointof beginning; thence Southerly parallel with the East line of said Southeast 1/4 of the Northwest 1/4 a distance of233.70 feet; thence Westerly parallel with the North line of said Southeast 1/4 of the Northwest 1/4 a distance of124.00 feet; thence Northerly parallel with said East line of the Southeast 1/4 of the Northwest 1/4 a distance of233.70 feet to the North line of said Southeast 1/4 of the Northwest 1/4; thence Easterly on said North line a distanceof 124.00 feet to the actual point of beginning, Dakota County, Minnesota.EXCEPT that part thereof lying:Northerly of a line run parallel with and distant 60 feet Southerly of Line 1 described below:Line 1Beginning at a point on the North and South 1/4 line of said Section 29, distant 1334.29 feet South of the North 1/4corner thereof; thence run Westerly at an angle of 90 degrees 54 minutes 18 seconds from said North and South 1/4line (measured from North to West) for 700 feet and there terminating, Dakota County, Minnesota.And:Lot 1, Block 1, GILB FITZPATRICK ADDITION, Dakota County, Minnesota.Except that part lying northerly and easterly of the following described line:Commencing at the southwest corner of said Lot 1; thence South 56 degrees 17 minutes 19 seconds East, assumedbearing, along the south line of said Lot 1 a distance of 14.65 feet; thence easterly, along the southerly line of said Lot1, a distance of 128.77 feet along a tangential curve concave to the north having a central angle of 34 degrees 45minutes 21 seconds and a radius of 212.28 feet; thence North 00 degrees 17 minutes 49 seconds West along theeasterly line of said Lot 1 a distance of 105.25 feet to the point of beginning of said line to be described; thence South88 degrees 57 minutes 20 seconds West a distance of 9.65 feet; thence North 00 degrees 17 minutes 49 secondsEast a distance of 163.95 to the north line of said Lot 1 and said line there terminating.(Abstract Property)EXISTING BOUNDARY PUBLIC DRAINAGE AND UTILITY EASEMENT TO BE VACATED:The 10' wide public drainage and utility easement adjoining the north and south property lines, and the5' wide public drainage and utility easement adjoining the east and west property lines of the abovedescribed property.And,The 5' wide public drainage and utility easement that adjoins the north line of that part of Lot 1, Block 1,Gilb Fitzpatrick Addition, Dakota County, Minnesota, that lies within the above described property. Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us July 8, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: GILB FITZPATRICK SECOND ADDITION The Dakota County Plat Commission met on July 6, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 50 (202nd St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plan includes one commercial site. The future right-of-way needs for CSAH 50 as a 4-lane divided roadway are 75 feet of half right of way, which have been met. Access to the site will be from 203rd Street West, a city street. Restricted access is shown along all of CSAH 50. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. As noted, there is an existing recorded plat known as GILB FITZPATRICK ADDITION. The Dakota County Property Records recommends changing the proposed plat to GILB FITZPATRICK SECOND ADDITION. 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 July 19, 2022. Traffic volumes on CSAH 50 are 14,000 ADT and are anticipated to be 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. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Jim Connelly, Developer City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Alex Jordan, Assistant City 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 Daryl Morey, Planning Director Tina Goodroad, Community Development Director Date: August 12, 2022 Subject: Gilb Fitzpatrick Second Addition • Preliminary and Final Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review BBAACCKKGGRROOUUNNDD Jill Hammes has submitted a preliminary and final plat named Gilb Fitzpatrick Second Addition, and site plans to construct a one-story office building on Lot 1, Block 1, Gilb Fitzpatrick Second Addition. The proposed development is located south of and adjacent to 202nd Street (CSAH 50), north of and adjacent to 203rd Street and west of Iberia Avenue. The parent parcel consists of Lot 1, Block 1 Gilb Fitzpatrick Addition and a metes and bounds parcel (PID No. 222950001013) zoned C-3, General Commercial District. The preliminary and final plat consists of one lot within one block on 1.185 acres. The proposed development will be completed by: Developer: Jill Hammes GGIILLBB FFIITTZZPPAATTRRIICCKK SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 1122,, 22002222 PPAAGGEE 22 OOFF 55 Engineer/Surveyor: Jacobson Engineers and Surveyors SSIITTEE CCOONNDDIITTIIOONNSS The existing site is vacant land. A home and accessory building were removed in 2021. A driveway serving the demolished building extending to 202nd Street exists on the parcel and must be removed with the development improvements. Existing utility service stubs were extended to the property with the Gilb Fitzpatrick Addition final plat improvements. EEAASSEEMMEENNTTSS Several easements exist on the parent parcels. The following easement will be vacated with the final plat on the parent parcel: • Drainage and utility easement in favor of City of Lakeville per the Gilb Fitzpatrick Addition final plat The following private easement will remain in place with the development improvements: • Drive Access Easement per Doc. No. 1409998 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 202nd Street (CSAH 50) Gilb Fitzpatrick Second Addition is located south of and adjacent to 202nd Street, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along 202nd Street. 202nd Street is currently constructed as a four-lane divided urban roadway adjacent to the plat. A ten-foot-wide bituminous trail is located along both sides of 202nd Street. The current Dakota County Plat Needs Map identifies 202nd Street as a four-lane divided roadway with 75-feet of half right-of-way. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission. No additional right- of-way dedication is required with the final plat. The existing driveway access to 202nd Street must be removed with the development improvements. No access is proposed from the site directly onto 202nd Street. 203rd Street Gilb Fitzpatrick Second Addition is located north of and adjacent to 203rd Street, a local roadway as identified by the City’s Transportation Plan. 203rd Street is constructed as a GGIILLBB FFIITTZZPPAATTRRIICCKK SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 1122,, 22002222 PPAAGGEE 33 OOFF 55 40-ft wide urban roadway. An access for the site is proposed to connect to 203rd Street. No additional right-of-way dedication is required with the final plat. Private Roadway Gilb Fitzpatrick Second Addition includes construction of a driveway connection to the existing shared driveway access, which is located within a Drive Access Easement. The shared driveway access connects east to Iberia Avenue. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Gilb Fitzpatrick Second Addition includes the construction of a one-story office building, utilities and associated parking. Access to the site will be from a driveway connecting to the existing shared driveway as well as 203rd Street. The driveway design on 203rd Street must include commercial concrete driveway aprons, stop signs and stop bars. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on 203rd Street. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for a portion of the parent parcel has not been paid and will be satisfied through a cash contribution with the final plat. The portion that has not been satisfied is the area lying north of Lot 1, Block 1, Gilb Fitzpatrick Addition. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Gilb Fitzpatrick Second Addition is located within subdistrict SC-10920 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. Four-inch privately owned and maintained sanitary sewer will be extended from an existing sanitary sewer service to provide service to the proposed building. GGIILLBB FFIITTZZPPAATTRRIICCKK SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 1122,, 22002222 PPAAGGEE 44 OOFF 55 The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required. WWAATTEERRMMAAIINN A 1.5-inch privately owned and maintained water service will be extended from a private water service to provide service to the proposed building. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit applications and final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Gilb Fitzpatrick Second Addition is located within subdistrict SC-094 of the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Development of the site includes construction of a privately owned and maintained infiltration basin. The Developer shall sign a private maintenance agreement for the basin and dedicate a maintenance easement over the basin area. Following completion of the site improvements and restoration, the Developer shall conduct two double ring infiltrometer tests in the location of the infiltration basin to demonstrate that the design infiltration rates have been achieved. The testing must be completed prior to the issuance of a Certificate of Occupancy. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Gilb Fitzpatrick Second Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Gilb Fitzpatrick Second Addition includes the construction of a private storm sewer system. Private storm sewer constructed within the lot will convey runoff to the proposed on-site privately owned and maintained stormwater management basin. GGIILLBB FFIITTZZPPAATTRRIICCKK SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT AAUUGGUUSSTT 1122,, 22002222 PPAAGGEE 55 OOFF 55 The Trunk Storm Sewer Area Charge has not been collected on a portion of the parent parcel and will be required to be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. FEMA FLOODPLAIN ANALYSIS Gilb Fitzpatrick Second Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA. Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no significant trees located on the site. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. The Developer must submit an updated SWPPP meeting the MPCA Construction Permit standards for review and approval to the City prior to any land disturbing activity. 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. A preconstruction meeting shall be held with the City prior to starting any grading. CCAASSHH FFEEEESS AANNDD SSEECCUURRIITTIIEESS The cash fee and security requirements will be calculated prior to City Council consideration of the final plat. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, easement vacation, site plan, grading and erosion control plan, and utility plan for Gilb Fitzpatrick Second Addition, subject to the requirements and stipulations within this report.