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HomeMy WebLinkAboutItem 05 Cedar Hills 4th AdditionCity of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, Associate Planner Date: November 9, 2022 Subject: Packet Material for the November 17, 2022 Planning Commission Meeting Agenda Item: Cedar Hills 4th Addition preliminary plat, final plat, and conditional use permit BACKGROUND Applications have been submitted by representatives of US Home Corporation for the preliminary plat and final plat of Cedar Hills 4th Addition (dba Lennar) to modify the 1.81 acre Outlot C of the preliminary plat of Cedar Hills, which is also Outlot C of Cedar Hills 3rd Addition, and a conditional use permit application and plans to allow the construction of a homeowner association (HOA) amenity (community) building and other recreational amenities on a lot within the neighborhood. The preliminary plat proposes to remove three detached townhome lots from undeveloped Outlot C previous preliminary plat and modify Outlot C as one lot for the amenity building and related site improvements. The Cedar Hills 4th Addition preliminary and final plat are located south of 200th Street (CR 64), east of Cedar Avenue (CSAH 23), and west of the city boundary with Farmington. The Cedar Hills preliminary plat was approved by the City Council on April 6, 2020. Because the change in the planned development of Outlot C proposes minimal impact on the grading and utility plans, an updated Engineering memo has not been prepared. The plans have been reviewed by the Engineering Division. EXHIBITS A. Aerial Map B. Existing Zoning Map C. Approved Cedar Hills Preliminary Plat 2 D. Cedar Hills 4th Addition Preliminary Plat E. Cedar Hills 4th Addition Final Plat F. Site Plan G. Grading and Drainage Plan H. Utility Plan I. Landscape Plan J. Building Elevation and Floor Plans PLANNING A NALYSIS The Cedar Hills 4th Addition preliminary and final plat area is zoned RM-1, Medium Density Residential District. Zoning Ordinance Section 11-58-9.D allows private recreational buildings and neighborhood community centers subject to approval of a conditional use permit. The property will include an 1,187 square foot amenity building, pickleball courts, bocce ball courts, gazebo, pergola and fire pit with seating area as well as common open space. A 20 vehicle parking space will be constructed with driveway access from Gallifrey Avenue. PRELIMINARY AND FINAL PLAT Density/Average Lot Size. The proposed Cedar Hills 4th Addition preliminary plat will reduce the total number of detached townhome lots from 205 to 202 north of 202nd Street. The approved preliminary plat includes 205 detached townhome units. The overall development includes a gross density of 2.16 units per acre and a net density of 3.11 units per acre excluding arterial roadway Cedar Avenue (CSAH 23), wetlands, and stormwater management basins. The proposed amenity lot construction does not preclude the option for the developer to preliminary and final plat the additional three detached townhome lots within the Cedar Hills development in the future subject to Zoning Ordinance requirements. CONDITIONAL USE PERMIT AND SITE PLAN The plans submitted for the amenity building include an overall site plan, grading, drainage and utility plan, and landscaping plan. Given the limited scope of the proposed construction, the Engineering Division will review the grading, drainage, and utility plan at the time of building permit review. Setbacks. The Zoning Ordinance requires that all private recreation buildings be set back double that required by the zoning district but not more than 30 feet. The proposed building setbacks are 90 feet+ (east), 90+ feet (north) 100+ feet (south), and 175 + feet (west). Pedestrian Access. Private five foot wide concrete sidewalks will be constructed on the property that will connect the site and the private building to the public sidewalks on Gallifrey 3 Way, Gamma Lane, and Gambit Pass. The sidewalk within Gambit Pass right of way will require approval of a private maintenance agreement as a condition of preliminary and final plat approval. Building. The building will be 1,187 square feet in area and 15 feet tall and will be grey in shade/color. The building will constructed with a stone wainscot and columns and LP SmartSide lap and batten/boarding siding, glass windows, and asphalt shingle roof consistent with the residential buildings in the neighborhood. Landscaping. The proposed landscaping will provide screening of the property from nearby residential properties across Gallifrey Way, Gambit Pass, and Gamma Lane. No rear yards abut the proposed amenity lot. Landscaping for the property includes 82 trees which include mixes of various deciduous, evergreen, and ornamental trees. All proposed planting materials comply with Zoning Ordinance requirements for size and height. A two foot tall retaining wall is proposed on the north side of the private sidewalk abutting the bocce ball courts. Lighting. The site plan does not indicate pole lighting on the property. Building mounted security light is proposed on the north building wall. No other lighting is shown on the site or on the building. All lighting must be downcast and may not shine onto adjacent properties. Lennar has constructed similar private pools and buildings in the Summerlyn development north of 194th Street between Holyoke Avenue and Dodd Boulevard, the Prairie Lakes development north of 185th Street and west of Interstate 35 on Lake Forest Drive at Kingsway Path, and in The Greenway (Trevar) development west of Ipava Avenue on Ireton Way, north of Inndale Drive. RECOMMENDATION Planning Department staff recommends approval of the Cedar Hills 4th Addition preliminary plat and conditional use permit subject to the following stipulations: 1. An established homeowner’s association shall maintain ownership and maintenance of the Lot 1, Block 1, Cedar Hills 4th Addition including the amenities and improvements on the property. 2. A private sidewalk maintenance agreement shall be submitted to allow the private sidewalk within street right-of-way. 3. A landscape security shall be submitted in accordance with the materials and installation costs based on the approved landscape plan. Findings of fact for the conditional use permit is attached to this report. 200TH ST (CR 64) City of Lakeville Preliminary Plat/CUP HOA Amenity Center GAMBIT PASS GENEVA TRLGAMBREL PATH GAMMA LN GALLIFREY WAY202ND ST Proposed HOA Amenity Center 201ST ST RM-1 RM-1 RM-1 RM-1 RM-1 RST-2 RST-2 RM-3 EXHIBIT A Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community 200TH ST (CR 64) City of Lakeville Preliminary Plat/CUP HOA Amenity Center Aerial Location Map GAMBIT PASS GENEVA TRLGAMBREL PATH GAMMA LN GALLIFREY WAY202ND ST Proposed HOA Amenity Center 201ST ST EXHIBIT B ·;; I I I g I I � I I I I OESIGNED: CHECKED: DR.AWN: !;IORIZONTAL SCALE: VER.TICAL SCALE: _I_ LJJ[:C]LJJITJITIITD STREET 2 .-- EdgeofWettand ... j..--· <" .,·-·--' ._/c _OUTLQLJI · POND ITJITITJITJLI:JLJJWLJJ EI:JuuuutJmffi OUTLOT K POND -.. -....... 4 5 I I I I · ./ r<,NO I 'l ,,. OUTLOT G y / . � It_, / ·r l_fduHIWrl'l;;rid-, j '-1 I\ INITIAi.iSSUE: REVISIONS; A 01/21/20 !::,. 02/17/20 149.999997' !::,. 30'0R 15' !::,. !::,. ill.iJiL;-.-2 8 2 09/19/19 arv COMMENTS arv COMMENTS STREET 3 [:] � 27" 26' 30 25' J OUTLOT H -E� of Wetland• .. ,.., PREPARED FOR: l7" 0014• 13' • 18' �\_'.=:J-----'-= 12 11' 19' --..:..-:--·---. -. 20• -.... 21· ........ POND ...___ . OUTLDT D j ' .......... __ .-----·-., /___ \ ___ ..,......·- .__ --Edge o(Wetlond I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEO LANDSCAPE "RCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA -....:....:·.-:-.-. 11 Ol/TLOT J \ /·Ed.J,ofWetlrmd . '(_' \ \ \ \ - GREEN KEY REAL ESTATE GROUP CEDAR HILLS LAKEVILLE, MINNESOTA PO BOX 302 EXCELSIOR. MINNESOTA, 55331 CORY MEYER DATE, 02/17 /20 LICENSE NO. _1§filL PROPERTY DESCRIPTION THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 27, TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTA AND THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 27, TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTA SITE DEVELOPMENT DATA • EXISTING ZONING: PROPOSED ZONING: • GROSS SITEAREA: MAJOR R.O.W. (CEDAR AVE; 202ND ST W;:200TH ST W) EXISTING WETLAND: PARK DEDICATION !OUTLOT Hl: NET DEVELOPABLE AREA: OPEN SPACE: (OUTLOT A, B, D, E, G, H, J, K, LESS WETLANDS) RM OPEN SPACE CALCULATION: 10 % GROSS AREA REQUIRED: PROVIDED OPEN SPACE: (COMMON LOTS, BLOCKS 1-10) DEVELOPMENT SUMMARY 70' WIDE SINGLE FAMILY: VILLAS: 40' WIDE LOTS (2 CAR GARAGES): ·so· WIDE LOTS 13 CAR GARAGESk TOTAL VILIAS: MULTI-FAMILYTWINHOMES: TOTAL HOMES: PROJECT DENSITY: GROSS (368 UNITS / 1 S9.S AQ: NET(368UNITS /131.91 AQ ADJUSTED NET DENSITY (368 UNITS / 109.97 AQ LOT STANDARDS STANDARD 70'SINGLE FAMILY MINIMUM LOT AREA 9,363 SF MIN. CORNER LOT AR.EA l0,200SF AVERAGE LOT AREA '12,S'125F MINIMUM LOT WIDTH 70'@FR0NTSBK MIN. CORNER LOT WIDTH 85'@ FRONT SBK MINIMUM LOT DEPTH 125' SETBACKS FRONT 20' HOUSE/25' GARAGE SIDE INTERIOR. LOT 7'{1'; 14" TOTAL SIDE CORNER LOT 20' REAR 30' CEDAR/2CDTI-V202ND SO' OUTLOT TABLE 40/50' VILLAS NIA NIA NIA S0'/60' NIA 90' 2S' 14'BTWBLDS 20' NIA SO' ounOT USE OWNERSHIP GROSS AREA A PONDING CITY 1.20AC • PONDING/WETLAND CITY 2.99AC C PRIVATE PARK HOA 120AC D PONDING/iNETlAND CITY 7.2.7AC E OPEN SPACE HOA 0.38AC F BUFFER HOA 126AC G PONDINGM'ETLAND CITY 6.47AC H PONDING/WETLAND CITY 6.76AC I PARK CITY 3.96AC J WETLAND CITY S.31 AC K PONDING/NETLAND CITY 1.63AC DEVELOPMENT NOTES Westwood Call 48 Hours before digging: 811 orcall811.com Common Ground Alhance TYPICAL SINGLE FAMILY (SF) LOT DETAIL RM1 &RS-3 RS4jsou'fH) & RM-1 (NORTH! 159.SAC 13.41 AC 10.22 AC 3.96AC 131.96AC 21.94 AC 71.65 AC 7.16AC 19.84 AC (2 8%) 139 LOTS 75 LOTS 62LOTS 137LOTS 92 HOMES 368 HOMES DRAINAGE& UTILITY EASEMENT LOT UN� BUILDING SETBACK LINE SIDE YARD SETBACK t2.32 UN/AC(GROSS SITE AREA) TYPICAL VILLA LOT DETAIL ±2.79 UN/AC (NET DEVELOPABLE SITE AREA) ±3.35 UN/AC (NET ADDITIONAL OPEN SPACE) MULTI-FAMILY TWINHOMES NIA NIA NIA, .. NIA 98' 25' 14' BTWBLDS 20' NIA NIA S0'/60' 40'/50" 21 x.xxx s LOTUNE BUILDING PAD LOT AREA :(} ---FRONT BUILDING SETBACK TYPICAL TWINHOME LOT DETAIL LOTUNE 41' 41' 36' 36' BUILDING PAD 21 21 ill X,XXX SF Ill X,XXX F ill LOT AR.EA 36' 41' N-----FRONT BUILDING iYPICALLOT DIMENSION SETBACK SHEET NUMBER: I Phooo (B62) 937-6160 12701 Whl .. water Drhr,, Sul .. 1300 EXHIBIT C OVERALL PRELIMINARY PLAT OF Fax (952) 937-6822 Mlnnatonllll, MN 55343 Toi"'-(18111937-6150 � ___... 45 PROJECT NUMBER: 0022951.00 DATE: 02/17 /20 XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X GAMMA LANE 1 2GALLIFREY WAYGAMBIT PASSL O T 1BLOCK 178,734 S.F.221,17447,14482,121,7228,81552.424.915.5 1 5 . 210' Drainage & Utility Easement10' Drainage &Utility Easement61.3SidewalkSidewalk25.3R2 0 . 0 R20.015' Parking Setback15.015' Parking Setback1 5 . 015' Parking Setback15.030' Building Setback30.030' Building Setback30.030' Building Setback30.0N:\0025850.04\DWG\CIVIL\PRELIM\0025850.04C-PP01.DWG 11PROJECT NUMBER: 0025850.04LAKEVILLE, MINNESOTA11/07/2022...© 2022 Westwood Professional Services, Inc.CEDAR HILLS 4TH ADDITIONPRELIMINARY PLAT16305 36TH AVENUE NORTH, SUITE 600PLYMOUTH, MINNESOTA 55446CEDAR HILLS AMENITY CENTER11/07/20224125711/07/22RYAN M. BLUHMLENNAR HOMESNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com20'0'20'40'60'1" = 20'·EXISTING ZONING: RM-1, MEDIUM DENISTY RESIDENTIAL DISTRICT·PROPOSED ZONING: RM-1·GROSS SITE AREA: 1.81 ACSITE DEVELOPMENT DATA1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THEHIGH WATER LEVEL OF ALL PONDS.5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDOutlot C, CEDAR HILLS 3RD ADDITION, according to the recorded plat thereof, Dakota County,Minnesota.EXISTING PROPERTY DESCRIPTIONLot 1, Block 1, CEDAR HILLS 4TH ADDITION, according to the recorded plat thereof, Dakota County,Minnesota.PROPOSED PROPERTY DESCRIPTIONEXHIBIT D L O T 1B L O C K O N ES00°02'45"E 173.74 ∆=042°08'26"R=300.00L=220.65S51°42'47"E 81.07∆=043°07'13"R=303.00L=228.03N89°36'11"E7.28∆=038°37'23"R=180.00L=121.34∆=038°58'28"R=120.00L=81.63N89°57'17"E 144.10∆=089°59'58"R=30.00L=47.12N40°41'55"E5.4360606060808 0W. line of Outlot C,CEDAR HILLS 3RD ADDITIONDrainage &Utility EasementDrainage &Utility Easement10101 01004080120 Sheet 1 of 1 SheetsCEDAR HILLS 4TH ADDITIONKNOW ALL PERSONS BY THESE PRESENTS: That U.S. Home, LLC, a Delaware limited liability company, owner of the following described property:Outlot C, CEDAR HILLS 3RD ADDITION, according to the recorded plat thereof, Dakota County, MinnesotaHas caused the same to be surveyed and platted as CEDAR HILLS 4TH ADDITION and does hereby donate and dedicate to the public for public use the public ways and the drainage andutility easements as created by this plat.In witness whereof said U.S. Home, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this day of ,20 .U.S. HOME, LLCBy Jonathan Aune, Division Vice PresidentSTATE OF COUNTY OF This instrument was acknowledged before me on , by Jonathan Aune, Division Vice President of U.S. Home, LLC,a Delaware limited liability company, on behalf of the company.(Signature)(Name Printed)Notary Public, County, My Commission Expires I, Mathew J. Welinski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is acorrect representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctlyset within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and allpublic ways are shown and labeled on this plat.Dated this day of , 20 .Mathew J. Welinski, Licensed Land SurveyorMinnesota License No. 53596STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me on by Mathew J. Welinski, Land Surveyor, Minnesota License No. 53596.(Signature)(Name Printed)Notary Public, County, My Commission Expires CITY COUNCIL, CITY OF LAKEVILLE, STATE OF MINNESOTAThis plat was approved by the City Council of Lakeville, Minnesota, this day of , 20 , and hereby certifies compliance with allrequirements as set forth in Minnesota Statutes, Section 505.03. Subd. 2.Mayor ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 .Todd B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes,Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 .,DirectorAmy A. Koethe, Department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of CEDAR HILLS 4TH ADDITION was filed in the office of the County Recorder for public record on this day of 20 , at o'clock .M., and was duly filed in Book of Plats, Page , as Document Number .Amy A. Koethe, County RecorderDakota County, MinnesotaNot to ScaleVicinity MapSITEFOUND MONUMENT WITH CAP #53596OR AS NOTED ON SURVEYTHE WEST LINE OF OUTLOT C, CEDAR HILLS 3RD$'',7,21,6$6680('72%($56ƒ (1ƒ :NW Cor of the NW 1/4 ofSec. 27, Twp. 114, Rge. 20Fd. Dakota County Mag Nail & DiscSCALE IN FEETSCALE: 1 INCH = 40 FEETEXHIBIT E SSS SSSTWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATCSWATWATCSWA T DT DT DTDTDTWATWATWATWATWATWATWATWATWATWATWATWATDTDTDT XXXXXXXXXXXXXXXXX X X XX X X X X X X X XX X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XX XGAMMA LANE18.0 '1017119161261385133771415174R5.0'R5.0' R 5 . 0 'R5.0'R52.7'24.0 '18.0 ' N:\0025850.04\DWG\CIVIL\PRELIM\0025850.04C-SP01.DWG 0702PROJECT NUMBER: 0025850.04LAKEVILLE, MN10/28/22...© 2022 Westwood Professional Services, Inc.CEDAR HILLSAMENITY CENTEROVERALL SITE PLAN16305 36TH AVENUE NORTH, SUITE 600PLYMOUTH, MN 55446CEDAR HILLS AMENITY CENTER08/31/224125710/28/22RYAN M. BLUHMLENNAR HOMESNOT FORCONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com20'4' OR 2'0'20'40'60'1" = 20'10/28/22....CITY COMMENTS....1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEERSHOULD BE NOTIFIED IMMEDIATELY.2. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.3. ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED.4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.5. ALL CURB RADII ARE SHALL BE 5.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED.6. ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.GENERAL SITE NOTESSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTASITE LEGENDPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTER5T 1 B612 CURB AND GUTTER2 SURMOUNTABLE CURB3 PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES4 FLUSH CURB5 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING6 AMENITY BUILDING (SEE ARCH PLANS)7 PRIVATE CONCRETE SIDEWALK8 RETAINING WALL9 GAZEBO10 BOCCE BALL COURT11 OPEN LAWN RECREATION AREA12 PICKLEBALL COURTS13 PERGOLA14 FIRE PIT15 GRILL STATIONS16 BIKE RACK17 BENCH SEATING1SITE NOTESSTAMPED CONCRETE PAVEMENTSNOW STORAGE AREAEXHIBIT F XXXXXXXXXXXXXXXXX X X XX X X X X X X X XX X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XX XGAMMA LANEFFE: 1047.11047.101047.101046.501046.201046.201046.191046.191045.801045.801045.801045.801045.801045.801045.801045.801045.601042.511042.501046.361046.031046.031046.381044.741043.121044.681044.201045.521045.021045.021045.631045.301045.861045.601045.881045.931045.131044.901044.64DT DT DTDTDTDTDTDT SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF SFS F SFSFSFSFSFSFSFSFSFSFSFSFSF1046.001046.001046.00-2.00%1044.001044.001043.801043.20??????1044.821044.271044.89HP1044.90HP1044.91045.101047.101047.101046.181046.2010451042104310441045 104510441044104610411044.541045.081043.701043.651043.601044.281044.331045.651045.471040.231040.251046.521046.5110 4 5 104 6 104610461045104410461046 HP1046.0710442.24%2.30%2.32%-0.49%1043.831043.352.77%1044.3810461.00%1.00%1.00%1.00%LP1042.58N:\0025850.04\DWG\CIVIL\PRELIM\0025850.04C-GD01.DWG 0703PROJECT NUMBER: 0025850.04LAKEVILLE, MN10/28/22...© 2022 Westwood Professional Services, Inc.CEDAR HILLS AMENITY CENTERGRADING & DRAINAGEPLAN16305 36TH AVENUE NORTH, SUITE 600PLYMOUTH, MN 55446CEDAR HILLS AMENITY CENTER08/31/224125710/28/22RYAN M. BLUHMLENNAR HOMESCommon Ground AllianceCall 48 Hours before digging:811 or call811.com20'4' OR 2'0'20'40'60'1" = 20'10/28/22....CITY COMMENTS....PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLSILT FENCESFCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD ORSEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTANOT FORCONSTRUCTIONTW=1044.75BW=1044.25TW=1044.75BW=1044.0TW=1044.75BW=1043.0TW=1044.75BW=1042.5TW=1044.75BW=1042.5TW=1044.75BW=1042.0TW=1044.75BW=1043.00TW=1044.75BW=1044.25ROCK CONSTRUCTION ENTRANCE (TYP) XXXXXXXXXXXXXXXXX X X XX X X X X X X X XX X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XX XGAMMA LANE SSS SSSTWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATCSWATWATCSWA T DT DT 910112345 671 21+00.00DTDTDTWATWATWATWATWATWATWATWATWATWATWATWATDTDTDT 00+00.000+57.82CBMH-192CBMH-781N:\0025850.04\DWG\CIVIL\PRELIM\0025850.04C-UT01.DWG 0704PROJECT NUMBER: 0025850.04LAKEVILLE, MN10/28/22...© 2022 Westwood Professional Services, Inc.CEDAR HILLS AMENITY CENTERUTILITY PLAN16305 36TH AVENUE NORTH, SUITE 600PLYMOUTH, MN 55446CEDAR HILLS AMENITY CENTER08/31/224125710/28/22RYAN M. BLUHMLENNAR HOMESNOT FORCONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com20'4' OR 2'0'20'40'60'1" = 20'10/28/22....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION(WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWERFORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS AREBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK ORVERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORUNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BYTHE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING.CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESSDULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THEPUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES ORWHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER ORBY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THEWATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATERLINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAMHI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHSGREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665.ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF ACONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART712.0.GENERAL UTILITY NOTESSDT14. STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGSIN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACONNECT TO AND EXTEND EXISTING 4"SANITARY SEWER80LF @ 2.00%4" CLEAN OUT AT END OF EXISTING SERVICECONNECT TO EXISTING WM4" WATER SERVICEW/ 4" GVCORE DRILL INTOEXISTING STRUCTUREEXISTING 4" SANITARY SERVICESTA 6+29WYE INV: 1029.55'3.3' RISER4" SANITARY SERVICEINV: 1034.45'57 LF-12" RCPSTORM SEWER PIPE @ 0.5%RIM ELEV: 1043.35INV ELEV: 1039.35INV ELEV: 1039.07 XXXXXXXXXXXXXXXXX X X XX X X X X X X X XX X X X XXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XX XGAMMA LANEGAZEBOOUTDOORFIREPLACEBIKERACKFLAGSTONEPATHGRAND LAWNEVENT SPACE &CROQUET LAWNPARKING LOT(20 TOTAL STALLS)19 REGULAR STALLS /1 ADA STALLS4-PFC4-PFC3-CSA5-REL4-ACE3-SGM3-ACE4-WHOFLAGSTONEPATHBOCCEBALLCOURTSRETAIN WALLTO HOLD GRADEFOR COURTSLOUNGECHAIRSPICKLEBALLCOURTSPARKING LOTALIGNS WITHSTREETMAIN ENTRY /DROPOFFPERGOLA &DINNING AREAGRILLCENTERAMENITYBUILDINGPLANTINGBEDSBERMPLANTINGBEDSSS SSSTWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATCSWATWATCSWA T DT DT DTDTDTWATWATWATWATWATWATWATWATWATWATWATWATDTDTDTPLANTINGBEDPLANTINGBEDMULCH(TYP.)EDGER(TYP.)PLANTING BEDMULCH (TYP.)MULCH (TYP.)EDGER (TYP.)PLANTING BEDMULCH (TYP.)EDGER (TYP.)4-COF5-WHP3-COF3-BHS2-AGG2-SGM2-JTL2-HAKSHRUB SCREENINGPLANTING BEDSHRUB SCREENINGPLANTING BEDMULCH (TYP.)EDGER (TYP.)EVERGREENSHRUB SCREENINGPLANTING BEDEVERGREENSHRUB SCREENINGPLANTING BED2-WWP6-FVB5-ABS2-JTL3-JTL4-COS6-PPB1-AGGSSS SSSTWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATCSWATWATCSWA T DT DT DTDTDTWATWATWATWATWATWATWATWATWATWATWATWATDTDTDTN:\0025850.04\DWG\CIVIL\PRELIM\0025850.04L-PL01.DWG 0707PROJECT NUMBER: 0025850.04LAKEVILLE, MN10/28/22...© 2022 Westwood Professional Services, Inc.CEDAR HILLSAMENITY CENTEROVERSTORY LANDSCAPEPLAN16305 36TH AVENUE NORTH, SUITE 600PLYMOUTH, MN 55446CEDAR HILLS AMENITY CENTER08/31/225377410/28/22NICHOLAS T. MEYERLENNAR HOMESCommon Ground AllianceCall 48 Hours before digging:811 or call811.com20'4' OR 2'0'20'40'60'1" = 20'10/28/22....CITY COMMENTS....SINGLE FAMILY RESIDENTIAL SUBDIVISION REQUIREMENTS:23 TREES-ONE OVERSTORY DECIDUOUS TREE PER EVERY FIFTY (50) FEETALONG PUBLIC STREETS, ON EACH SIDE, MINIMUM 2 12 " CALIPER.THE TREES MAY BE DISTRIBUTED THROUGHOUT THE SUBDIVISIONAND NEED NOT NECESSARILY BE SPACED FIFTY (50) FEET APART. (1,111 LINEAR FEET OF FRONTAGE)NOTES:1.TIMING OF PLANT INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANTAVAILABILITY.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HASBEEN COMPLETED IN THE IMMEDIATE AREA.4.ALL STREET TREES NOT APART OF THE MAIN ENTRY BOULEVARD SHALL BE INSTALLEDON FRONT OF INDIVIDUAL SINGLE FAMILY LOTS 16.5' FROM BACK OF CURB OR 3'BACK OF SIDEWALK/TRAIL IN A LOCATION THAT DOES NOT INTERFERE WITHCURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTIONS, OR DRIVEWAYLOCATIONS.5.ALL STREET TREES THAT ARE PART OF ENTRY BOULEVARD SHALL BE INSTALLED 4'FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS,INDIVIDUAL SEWER & WATER CONNECTIONS, OR DRIVEWAY LOCATIONS.6.ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISETOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 82 TREES* STREET TREES: 19 TREES* DECIDUOUS TREES: 7 TREES* EVERGREEN TREES: 21 TREES* ORNAMENTAL TREES: 35 TREESCOMMON/BOTANICAL NAMEQTY.SIZESPACING O.C.8' HT., BB8' HT., BBNOTES:QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.REFER TO FINAL LANDSCAPE PLANS FOR SPECIES LOCATIONS AND QUANTITIES.8' HT., BBBlack Hills Spruce / Picea glauca densataSienna Glen Maple / Acer x freemanii 'Sienna'Redmond Linden / Tilia americana 'Redmond'Colorado Spruce / Picea pungensWhite Pine / Pinus strobus2.5" BB2.5" BB2.5" BBSPACING O.C.AS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWN2" BBAS SHOWN2" BBColumnar Swedish Aspen / Populus tremula 'Erecta'AS SHOWNH 20'-25' W 15'-18'H 40' W 10'H 30'-40' W 20'-30'H 50'-80' W 30'-40'H 40'-50' W 35'-40'H 50'-60' W 40'-50'White Oak / Quercus albaH 40'-60' W 15'-30'H 40'-60' W 30'AS SHOWN8' HT., BBH 6'-16' W 10'-20'Weeping White Pine / Pinus strobus 'Pendula'SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANOT FORCONSTRUCTIONPRELIMINARY OVERSTORY PLANT SCHEDULELANDSCAPE REQUIREMENTSLANDSCAPE PROVISIONSHackberry / Celtis occidentalis2.5" BBAS SHOWNH 50'-75' W 50'2.5" BBAS SHOWNH 70' W 40'-50'Accolade Elm / Ulmus japonica x wilsoniana 'Morton'Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold'2.5" BBAS SHOWNH 50' W 30'PREVIOUS PLANTING PHASECONIFEROUS TREEPREVIOUS PLANTING PHASE BUFFERDECIDUOUS OVERSTORY TREEPREVIOUS PLANTING PHASE STREETDECIDUOUS OVERSTORY TREESYMBOL LEGEND53457345235SGMAGGWHORELACEBHSCOSWHPWWPCSAABS2HAKFox Valley River Birch / Betula nigra 'Little King'AS SHOWNH 8'-10' W 9'-12'6FVBOVERSTORY TREES EVERGREEN TREESORNAMENTAL TREES2" BBPrairiefire Crabapple / Malus x 'Prairiefire'AS SHOWNH 20' W 20'8PFC8' HT., BBAS SHOWNH 40'-50' W 15'-30'7COFConcolor Fir / Abies concolorAutumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'ORNAMENTALDECIDUOUS TREECONIFER TREESTREET DECIDUOUSOVERSTORY TREEDECIDUOUSOVERSTORY TREE262135Parkland Pillar Birch / Betula platyphylla 'Jefpark' AS SHOWNH 35'-40' W 6'-8'6PPB6' HT., BB CLUMP6' HT., BB CLUMPJapanese Tree Lilac / Syringa reticulataAS SHOWNH 25'-30' W 20'-25'7JTL2" BB 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CEDAR HILLS 4TH ADDITION CONDITIONAL USE PERMIT On November 17, 2022 the Lakeville Planning Commission met at their regularly scheduled meeting to consider the request of U.S. Home LLC/Lennar Corporation to allow a private recreational facility in the Cedar Hills 4th Addition residential development. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is zoned RM-1, Medium Density Residential District. 2. The property is located in Planning District No. 5 and is guided as Low/Medium Density Residential in the Comprehensive Land Use Plan. 3. The legal description of the property is: Lot 1, Block 1, Cedar Hills 4th Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: 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. The proposed private recreation facility is consistent with the policies and provisions of Planning District 5 of the Comprehensive Land Use Plan. The proposed recreation facility will be complementary to the Cedar Hills development and will meet the recreational needs of its residents. 2 b) The proposed use is or will be compatible with future land uses of the area. The proposed private recreation facility is compatible with existing and proposed land uses in the Cedar Hills development given compliance with the approved plans and the stipulations of the conditional use permit. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. The private recreation facility will conform to all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. The private recreation facility will be served with existing public services. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Traffic generation will not significantly increase due to the private recreation facility. Traffic can be accommodated by the proposed parking lot and existing streets serving the subject property. Private and public sidewalk improvements will allow pedestrian access to the main entrance of the private recreation building. 5. The planning report dated November 9, 2022 prepared by Associate Planner Frank Dempsey is incorporated herein. LAKEVILLE PLANNING COMMISSION BY: ________________________ Jeff Witte, Chair