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Item 08 Cedar Creek Villas
City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: March 23, 2022 Subject: Packet Material for the April 7, 2022 Planning Commission Meeting Agenda Item: Cedar Creek Villas preliminary plat and easement vacation. Action Deadline: May 9, 2022 BACKGROUND Summergate Development has applied for a preliminary plat and easement vacation to allow the development of 66 detached townhome lots on 30 acres to be known as Cedar Creek Villas. The Cedar Creek Villas preliminary plat is located north of 202nd Street (CSAH 50), west of Cedar Avenue (CSAH 23), and south of 200th Street. The Cedar Creek Villas preliminary plat plans have been distributed to Engineering Division and Parks and Recreation Department staff, and the Parks, Recreation and Natural Resources Committee. EXHIBITS A. Aerial Map B. Zoning Map C. Easement Vacation D. Existing Conditions E. Preliminary Plat F. Overall Preliminary Grading, Drainage, & Erosion Control Plan G. Preliminary Grading, Drainage, & Erosion Control Plans (2 pages) H. Preliminary Utility Plan Storm (2 pages) I. Preliminary Utility Plan Sanitary (2 pages) J. Overall Preliminary Landscape Plan K. Preliminary Landscape Plans (2 pages) L. Overall Tree Preservation Plan M. Tree Preservation Plans (2 pages) 2 N. Tree Preservation Data (2 pages) O. Plat Commission Letter PLANNING A NALYSIS EASEMENT VACATION The parent parcels include three easements in favor of the City of Lakeville for right of way, street, drainage, and utility purposes. The right of way, street, drainage, and utility easements along Cedar Avenue and 202nd Street will be replaced with platted right of way. There is also a drainage and utility easement over the wetland on the southwest parent parcel. The wetland and buffer areas that will remain on site will be placed within outlots deeded to the City. The easements to be vacated are highlighted in green on Exhibit C. PRELIMINARY PLAT Existing Conditions. The development site consists of three parcels. Two of the properties have single family homes while the third is undeveloped. Consistency with the Comprehensive Plan. The Cedar Creek Villas property is located in Planning District 5 of the 2040 Comprehensive Plan, which guides the subject property for low/medium density residential development. Adjacent Land Uses. The adjacent land uses and zoning are as follows: North – 200th Street, Large lot single family home, Undeveloped Agricultural land (RM-3) East – Cedar Avenue (CSAH 23), Cedar Hills detached townhome lots (RM-1), Large lot single family home (RST-2) South – 202nd Street (CSAH 50), Single family homes, wetlands and stormwater ponds (RST-2) West – Large lot single family homes (RST-2) Consistency with the Capital Improvement Plan (CIP). City streets, sanitary sewer and water improvements for the area of Cedar Creek Villas will be financed and constructed by the Developer. The development costs associated with the Cedar Creek Villas development are not programmed in the 2022– 2026 CIP. Premature Subdivision Criteria. A preliminary plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and fire protection). The other pertinent criteria pertain to inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of the Cedar Creek Villas preliminary plat against these criteria finds that it is not a premature subdivision. 3 Density/Average Lot Size. The Cedar Creek Villas preliminary plat consists of 66 detached townhome lots on 30 acres. This results in a gross density of 2.20 units per acre. Excluding arterial street right-of-way, wetlands, stormwater management ponds, and future development areas, the net density is 3.13 units per acre. TOWNHOME DEVELOPMENT STANDARDS Lot Requirements. The following minimum requirements for detached townhome building setbacks in the RST-2 District pertain to the Cedar Creek Villas preliminary plat: Base Lot Between Detached Units Front Yard (to ROW) RST-2 30 feet 14 feet 20 feet (front), 25 feet (garage) The proposed unit lots shown on the Cedar Creek Villas preliminary plat have sufficient area to accommodate the detached townhome units. The RST-2 District requires at least 5,000 square feet per unit. The Cedar Creek Villas Preliminary plat has an average of nearly 14,000 square feet per unit for the townhome area, which exceeds the minimum lot area per unit requirements of the RST-2 District. HOA. A homeowner’s association will be required to be established for ownership and maintenance of the following common lots and outlots: • Lot 4, Block 1 • Lot 6, Block 2 • Lot 15, Block 3 • Lot 12, Block 4 • Lot 13, Block 5 • Lot 13, Block 6 • Lot 10, Block 7 Exterior Ma terials. Each unit must meet the requirements of Section 11-57-19.B.3, which requires that a minimum of 25% of the area of each elevation of the unit must have an exterior finish of brick, stucco, and/or natural or artificial stone. Except for brick, stucco, and/or natural or artificial stone, no single elevation may have more than 75% of one type of finish or have more than 60% of all elevations of one type of finish. The City has deemed the use of cement fiberboard or engineered wood siding as satisfying the minimum masonry material requirement and is therefore also allowed to exceed the maximum area limit for non-masonry materials. Floor Area. The proposed detached townhome units must comply with the minimum requirements for above grade floor area established by Section 11-17-13.D of the Zoning Ordinance. 4 Garage Area. The townhome units are proposed to include slab on grade, look out, and walk out units. The minimum width of each garage must be 20 feet (interior measurement). Units that are slab on grade must have a minimum garage size of 540 square feet and units which are a look out/walk out design must have minimum garage size of 440 square feet, to comply with the requirements of Section 11-57-19.C. Landscaping. Each townhome building must provide landscaping at the immediate perimeter of the unit. All landscaped areas, including common open space and public right of way, must have an inground irrigation system with an automatic controller. With the final plat, the Developer must provide information that the landscaping of the detached townhome units meets the requirements of Section 11-57-19.G. Residential Buffer Yard Requirements. Cedar Avenue and 202nd Street are classified as minor arterials in the Comprehensive Transportation Plan and therefore require buffer yard landscaping to provide an effective minimum visual screen to a height of 10 feet. The buffer yard landscape plan includes the installation of a variety of overstory and evergreen trees, as well as shrubs to provide a visual buffer (Exhibits J and K). The evergreen trees within Lot 15, Block 3, must be a minimum of 10 feet in height to meet Zoning Ordinance requirements. The Developer is also proposing buffer yard plantings along 200th Street, which is classified as a minor collector, for which buffer yard plantings are not required. Within Lot 15, Block 3, the Developer must install sod to the trail along 202nd Street and to the east side of the buffer yard plantings parallel to Cedar Avenue. Lots 1-9, Block 3 require an increased setback of 50 feet from the adjacent right of way for Cedar Avenue and 202nd Street. Due to the gas pipeline easement along Cedar Avenue, Lots 1-7, Block 3 exceed the minimum buffer yard rear setback. Lots 8 and 9, Block 3 abut 202nd Street and meet the 50-foot setback requirement. Outlots. There are four outlots totaling 3.57 acres in the Cedar Creek Villas preliminary plat. The use of the proposed outlots will be as follows: Outlot A – 2.03 acre outlot consisting of a wetland and buffers that will be deeded to the City with the final plat. Outlot B – 0.49 acre outlot consisting of a drainageway that will be deeded to the City with the final plat. Outlot C – 2.68 acre outlot consisting of a stormwater management basin, wetland, and buffer that will be deeded to the City with the final plat. Outlot D – 0.12 acre outlot that will be retained by the developer for future development. Outlot D is intended as a future detached townhome unit lot, but it currently doesn’t meet the 30 foot setback at the periphery of the base lot as required by Section 11-57-15.B.2, so it cannot be platted as a lot at this time. Signs. A monument sign location is shown on the preliminary plat, located within Outlot C, which will be owned by the City. The monument sign must be moved to a location 5 within a common area lot or an outlot to be owned by the HOA. Prior to City Council consideration of the preliminary plat, the plans must be revised to remove the monument sign from the future City outlot. Streets. The following is a summary of streets proposed with the Cedar Creek Villas preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated March 23, 2022. Cedar Avenue (CSAH 23) – Cedar Avenue is east of and adjacent to the property and is classified as a minor arterial County Highway in the Comprehensive Transportation Plan. It is constructed as a four-lane divided roadway. Due to recent changes in the Plat Needs Map, Dakota County is requiring an additional five feet of right of way dedication beyond what is shown on the preliminary plat. Prior to City Council consideration, the preliminary plat must be revised to show the additional right of way. 202nd Street (CSAH 50) – 202nd Street is south of and adjacent to the property and is classified as a minor arterial County Highway in the Comprehensive Transportation Plan. 202nd Street was reconstructed in 2019 as a two-lane divided roadway. The Developer is dedicating 75 feet of north half right of way as required by the current Dakota County Plat Needs Map. 202nd Street has bituminous trails on both sides of the street. 200th Street – 200th Street is north of and adjacent to the property and is designated as a minor collector in the City’s Transportation Plan. It is currently a rural gravel roadway. The Developer is dedicating 40 feet of south half right of way with the preliminary plat and the City is preparing to improve 200th Street to a paved street in 2022. The Developer shall provide an escrow with the final plat for the future sidewalk along 200th Street adjacent to the plat. Street 1 (Glenbrook Path)– Street 1 will be a 32-foot-wide street within a 60-foot-wide right-of-way and will have a full access intersection with 202nd Street that aligns with Glenbrook Path to the south. Street 1 will have a five-foot-wide sidewalk along one side of the street. Street 2 – Street 2 will be a 32-foot-wide residential street constructed within a 60-foot- wide right-of-way with a five-foot-wide concrete sidewalk on one side of the street. It will provide full access to 202nd Street for the parcel to the west. The Developer will be required to place a future street extension sign and barricades at the west end of the street. Street 3 – Street 3 will be a 32-foot-wide residential street constructed within a 60-foot- wide right-of-way with a five-foot-wide concrete sidewalk along one side of the street. It will be constructed along the west property line of the development parcels and will provide an access to 200th Street. Street 4 – Street 4 will be a 32-foot-wide residential street constructed within a 60-foot- wide right-of-way with a five-foot-wide concrete sidewalk along one side of the street. 6 Street 5 – Street 5 will be a 32-foot-wide residential street constructed within a 60-foot- wide right-of-way ending in a permanent cul-de-sac to the south. The Developer will be required to place a future street extension sign and barricades at the north end of the street. Street 6 – Street 6 will be a 32-foot-wide residential street constructed within a 60-foot- wide right-of-way with a five-foot-wide concrete sidewalk along one side of the street. A future street extension sign and barricades must be placed at the east end of the street. All streets meet the minimum width and design requirements of the Subdivision Ordinance. Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their March 30, 2022 meeting. Due to recent changes to the Plat Needs Map, the county is requiring an additional five feet of right of way along Cedar Avenue (CSAH 23). The Plat Commission approved the preliminary plat subject to the additional five feet of right of way and the letter is included as Exhibit O. Phasing. Cedar Creek Villas will be developed in two phases. The first phase is planned to be the southern portion of the property, with the northern portion being phase two. Ghost Plan. A ghost plan has been provided for the parcel north and east of the parent parcels, showing a connection from Street 5 to Street 6 with detached townhomes along both sides of the street. (Exhibit E). Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion control, and utilities for the Cedar Creek Villas preliminary plat is shown on the grading, drainage and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the March 23, 2022 engineering report prepared by Alex Jordan, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager. The Engineering Division recommends approval of the preliminary plat and easement vacations. Tree Preservation. A tree preservation plan (Exhibits L, M, and N) was submitted by the Developer. There are 1,006 significant trees located within the Cedar Creek Villas preliminary plat boundaries. The tree preservation plan proposes to save 34 (3.3%) of the significant trees on site. The majority of the trees proposed to be removed are Scotch and White Pine trees that were planted in tight rows in 2000. Mac Cafferty, Environmental Resources Manager has reviewed the tree preservation plan and his comments are included in the March 23, 2022 engineering report. Wetlands. A wetland delineation was been completed and approved for the site in 2021. There are 1.08 acres of proposed wetland impacts, while the remaining wetlands and buffers will be placed within outlots to be deeded to the City. Mac Cafferty has reviewed 7 the wetland report and additional information about the wetlands are included in the March 23, 2022 engineering report. Park Dedication. The 2015 Parks, Trails, and Open Space Plan does not identify a park location in this area. The park dedication requirement will be satisfied through park dedication fees to be paid with the final plat. The Parks, Recreation and Natural Resources Committee will review the preliminary plat at their April 6, 2022 meeting. Their comments will be forwarded to the Planning Commission at the public hearing. Sidewalks/Trails. The Developer will construct five-foot-wide concrete sidewalks along one side of all streets in the development. A 10-foot-wide bituminous trail was built in conjunction with the reconstruction of 202nd Street in 2019, to connect with the trail along Cedar Avenue. The Developer must reimburse the City for its 5/8 share of the trail construction costs with the final plat. The Developer must also provide an escrow for future sidewalk/trail construction along the south side of 200th Street with the final plat. Additional information regarding sidewalk and trail construction is included in the Engineering Memo. MUSA. The Cedar Creek Villas preliminary plat area is located within the current MUSA. Overhead Utilities. Overhead electric line and poles are located along the south side of 200th Street. The Developer will be required to place these utilities underground along the plat boundary as a part of the improvements on the site. The overhead electric transmission line and poles along the west side of Cedar Avenue will remain in place and are not required to be buried with this development. RECOMMENDATION Planning Department staff recommends approval of the Cedar Creek Villas preliminary plat and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the March 23, 2022 engineering report. 2. Park dedication shall be satisfied with a cash contribution paid with the final plat for each development phase. 3. The Developer shall construct 5-foot-wide concrete sidewalks as shown on the preliminary plat plans. The Developer shall reimburse the City for its 5/8 share of the trail construction costs along the north side of 202nd Street and shall provide an escrow for future sidewalk/trail construction along the south side of 200th Street with the final plat. 4. Outlots A, B, and C shall be deeded to the City with the final plat. 5. Buffer yard landscaping shall be installed according to the approved landscape plan. A security for the buffer yard landscaping shall be submitted with the final 8 plat. The Developer must install sod within Lot 15, Block 3 to the trail along 202nd Street. 6. Street 2 must have a future street extension sign and barricades placed at the west end of the street, Street 5 must have a future street extension sign and barricades placed at the north end of the street, and Street 6 must have a future street extension sign and barricades placed at the east end of the street. 7. All new local utilities and the existing overhead service utilities located along the south side of 200th Street shall be placed underground. 8. A homeowner’s association must be established for ownership and maintenance of the following lots: • Lot 4, Block 1 • Lot 6, Block 2 • Lot 15, Block 3 • Lot 12, Block 4 • Lot 13, Block 5 • Lot 13, Block 6 • Lot 10, Block 7 9. All townhome units must meet the exterior materials requirements of Section 11- 57-19.B.3 of the Zoning Ordinance. 10. The townhome units must comply with the minimum requirements for above grade floor area established by Section 11-17-13D of the Zoning Ordinance. 11. Each townhome unit shall include an attached garage meeting the minimum width and area requirements of Section 11-57-19.C of the Zoning Ordinance. 12. The Developer shall provide details to verify compliance with the landscape requirements of Section 11-57-192.G of the Zoning Ordinance. 13. Prior to City Council consideration of the preliminary plat, revised plans showing the additional required right of way for Cedar Avenue, the monument sign location moved out of Outlot C, and the notation that the buffer yard evergreen trees within Lot 15, Block 3 must be at least 10 feet tall must be submitted. Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityCEDAR AVE (CSAH 23)200TH ST City of Lakeville Cedar Creek Villas Preliminary Plat Aerial Location Map EXHIBIT A 205TH ST 202ND ST (CSAH 50) 200TH ST (CR 64) Cedar Creek Villas plat locationHAMBURG AVEGLENBROOK PATHGINSENG WAYGENEVA TRLGATEW AY DR205TH ST 204TH ST CEDAR AVE (CSAH 23)200TH ST City of Lakeville Cedar Creek Villas Preliminary Plat Aerial Location Map EXHIBIT B 205TH ST 202ND ST (CSAH 50) 200TH ST (CR 64) Cedar Creek Villas plat locationHAMBURG AVEGLENBROOK PATHGINSENG WAYGENEVA TRLGATEW AY DR205TH ST 204TH ST RST-2 RST-2 RST-2 RST-2 RST-2 M-2 M-2 RM-1 RS-4 RS-4 P/OS P/OS RST-2 10101020 1030100610081012 1014101610181022102410261028103210341010 1004 1004100610081012 100210041006100810101 0 2 0 102010301030 104010401050105010501050 10601060 1012101210121014101410141 0 1 6 10161016 101810181018 1 0 2 2 10221 0 2 4 10241026102610281028 10321032 10341034 1036103610381038104210421044104410461046104610 4 61048 104810481048 1052 105210521052 1054 1054105410541056 10561056 105610581058105810581058105810301040 105010281032103410361038104210441 0 4 61048STEESEPSEPSEPSEPSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPUGPUGPUGPUGPUGPUGTUGFOFOFOFOFOFOFO CSCSCSHHHHHHEEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSEPSEPSEPFOFO FOFOFO FOGASGASGASGASGAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POHPOHPOHPOHFOFOFOFOFOTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPID: 220280001022DAVID & GINA KING1320.0660.0660.0 200TH STREET WESTNORTH LINE OFTHE N 1/2 OF THENE 1/4 OF SEC. 28SOUTH LINE OF THE NORTH660.00 FT OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28WEST LINE OF THE EAST1320.00 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28EAST LINE OF THE WEST 660.00 FTOF THE EAST 1320.00 FEET OF THEN 1/2 OF THE NE 1/4 OF SEC. 28 FD. 1/2 IN OPEN;LS #7734FD. NAILPID: 220280001026WILLIAM & MARJORY KUNIK7690 200TH STREET WESTLAKEVILLE, MN 55044PID: 220280001030JOHN & THEIN MYINTHOUSESHEDSHED66R/W33.0 33.010.7±11.1±23.8±9.3±23.9±3.0±4.0±CONCRETE SLAB53.6±84.8±3.5±1.8±DECKS. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28E. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 281321.7661.0W. LINE OF THE EAST1321.74 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28E. LINE OF THE WEST 661.02 FTOF THE EAST 1321.74 FT OF THEN 1/2 OF THE NE 1/4 OF SEC. 28 2.1±1.7±2.1±1.7±9.5±10.3±2.2±2.6±CENTERLINE OFDITCH/WATER8.8±10.4±BIT TRAIL10.1±BIT TRAIL23.1±B-B 41.0±B-B4.8±B-B (MEDIAN)41.0±B-B23.1±B-B75R/W75R/W 48.7±116.8±FD. 1/2 IN IRON PIPE;LS #47481FD. MAG NAIL IN SWKEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 945265R/W AND DRAINAGE &UTILITY EASEMENT PERDOC NO. 1238330DRAINAGE & UTILITYEASEMENT PER DOCNO. 1238330 (TO BEVACATED)DRAINAGE & UTILITYEASEMENT PER DOCNO. 1238330 (TO BEVACATED)DRAINAGE & UTILITYEASEMENT PER DOC NO.1238330 (TO BE VACATED)TEMPORARY EASEMENTPER DOC NO. 3257358HIGHWAY EASEMENTPER DOC NO. 3257359HIGHWAYEASEMENT PERDOC NO. 3257359PID: 220280001028LISA HANSON DROGEMULLERPID: 220280001024TIMOTHY & BARBARA ROSSPID: 221362001010JEFFREY & SANDRA SPRYPID: 221362002010BRANDL ANDERSONHOMES INCPID: 221362000020CITY OF LAKEVILLEPID: 220280001032JOHN & JULIE ENGDAHL7725 202ND STREET WLAKEVILLE, MN 55044RIP RAP AREAHOUSESHEDSHEDS. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28W. LINE OF THE EAST660.72 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28 S. LINE OF THE NORTH 660 FT OF THE N 1/2 OFTHE NE 1/4 OF SEC. 282.1±2.1±1.7±75R/W PID: 220280001038ROBERT KLYMADDRESS NOT YET ASSIGNED660.72C.S.A.H. NO. 50(202ND STREET WEST)75R/W 660.0 C.S.A.H. NO. 23 (CEDAR AVENUE)FD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1/2 IN IRONPIPE;NO CAPN. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28NE COR OF THE NE 1/4 OFSEC. 28, TWP. 114, RGE. 20FD. PK W/WASHER23.2±B-B10.3±BIT TRAIL 23.1±B-B 9.5±BIT TRAIL50.0±36.3±9.7±BIT TRAILEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 122933230 FT MAINTENANCE ANDDANGER TREE EASEMENT FOROVERHANG TRANSMISSION LINEPER DOC NO. 167098575 FT HIGHWAY EASEMENT INFAVOR OF DAKOTA COUNTYPER DOC NO. 3266248TEMPORARY EASEMENT INFAVOR OF DAKOTA COUNTYPER DOC NO. 3266249(EASEMENT TO EXPIRE ONDEC. 31, 2021)TEMPORARY EASEMENT SHOWN PERDAKOTA COUNTY ROAD RIGHT OF WAYMAP NO 29; NO EXPIRATION DATE GIVENEDGE OF WETLAND; DELINEATED BYWESTWOOD PROFESSIONAL SERVICES190R/W170R/WEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 1229332S00°26'24"W 658.83 N89°55'23"E 660.75N89°55'23"E 661.05N00°26'24"E 660.03 S89°55'23"W 660.03S00°26'24"W 660.03S00°26'24"W 659.13 S00°26'24"W 659.43S89°56'55"W 660.74S89°56'55"W 661.04SEPTIC TANKS & WELLS TOBE REMOVED DURING THEDEVELOPMENT OF THEPROPERTY (TYP)SEPTIC TANKS & WELLSTO BE REMOVEDDURING THEDEVELOPMENT OF THEPROPERTY (TYP)OVERHEAD UTILITIES TOBE PLACEDUNDERGROUNDDURING DEVELOPMENTOF PROPERTYXXXXX N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-EXP01.DWG 252PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22SRMCHFSRM© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASEXISTING CONDITIONS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21MATHEW J. WELINSKISUMMERGATE DEVELOPMENT INC.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 LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...0'100'200'300'1" = 100'NOT FOR CONSTRUCTIONPROPERTY DESCRIPTIONThe West 661.02 feet of the East 1321.74 feet of that part of the North one-half (N1/2) of the NortheastQuarter (NE 1/4) of Section Twenty-eight (28), Township One Hundred Fourteen (114), Range Twenty (20),lying Southerly of the North 660 feet thereof, Dakota County, Minnesota.ANDThe East 660.72 feet of that part of the North One-half (N1/2) of the Northeast Quarter (NE1/4), lyingSoutherly of the North 660.00 feet thereof in Section 28, Township 114, Range 20, Dakota County,Minnesota.ANDThe West 660.00 feet of the East 1320.00 feet of the North 660.00 feet of the North 1/2 of the Northeast 1/4 of Section28, Township 114, Range 20, Dakota County, Minnesota.Abstract PropertyGUY WIREFLARED END SECTIONCATCH BASINELECTRIC MANHOLESEWER CLEANOUTPOWER POLEELECTRIC BOXSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTWETLANDSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXLEGENDFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)TREE LINECTVGASPOHPUGSANSTOTOHTUGWATFO∆COSTCSWEETTVGXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)TRAFFIC SIGNALMAST ARMNATURAL GAS RISER/SERVICEFIBER OPTIC PEDESTALFIBER OPTIC MANHOLESEPTIC COVERSEPFOFOJOHN & JULIE ENGDAHLLISA HANSONDROGEMULLERDAVID & GINA KINGWILLIAM &MARJORY KUNIKWILLIAM &MARJORY KUNIKJOHN & JULIE ENGDAHLROBERT KLYMJOHN & THEINMYINTFD. 1/2 IN OPEN;LS #7734FD. 1/2 IN OPEN;LS #7734FD. 1/2 IN OPEN;BROKEN CAPFD. 1/2 IN OPEN;NO CAPN89°55'23"E 660.03------660.03 N89°55'23"ES00°26'24"W 660.03--- S00°26'24"W 660.03---DETAIL A(NOT TO SCALE)DETAIL B(NOT TO SCALE)0.30±0.32±0.30±0.15±DETAIL BDETAIL A03/11/2253596Easements proposed to be vacated shown in green. 10101020 1030100610081012 1014101610181022102410261028103210341010 1004 1004100610081012 100210041006100810101 0 2 0 102010301030 104010401050105010501050 10601060 1012101210121014101410141 0 1 6 10161016 101810181018 1 0 2 2 10221 0 2 4 10241026102610281028 10321032 10341034 1036103610381038104210421044104410461046104610 4 61048 104810481048 1052 105210521052 1054 1054105410541056 10561056 105610581058105810581058105810301040 105010281032103410361038104210441 0 4 61048STEESEPSEPSEPSEPSTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPUGPUGPUGPUGPUGPUGTUGFOFOFOFOFOFOFO CSCSCSHHHHHHEEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSEPSEPSEPFOFO FOFOFO FOGASGASGASGASGAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POHPOHPOHPOHFOFOFOFOFOTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPID: 220280001022DAVID & GINA KING1320.0660.0660.0 200TH STREET WESTNORTH LINE OFTHE N 1/2 OF THENE 1/4 OF SEC. 28SOUTH LINE OF THE NORTH660.00 FT OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28WEST LINE OF THE EAST1320.00 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28EAST LINE OF THE WEST 660.00 FTOF THE EAST 1320.00 FEET OF THEN 1/2 OF THE NE 1/4 OF SEC. 28 FD. 1/2 IN OPEN;LS #7734FD. NAILPID: 220280001026WILLIAM & MARJORY KUNIK7690 200TH STREET WESTLAKEVILLE, MN 55044PID: 220280001030JOHN & THEIN MYINTHOUSESHEDSHED66R/W33.0 33.010.7±11.1±23.8±9.3±23.9±3.0±4.0±CONCRETE SLAB53.6±84.8±3.5±1.8±DECKS. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28E. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 281321.7661.0W. LINE OF THE EAST1321.74 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28E. LINE OF THE WEST 661.02 FTOF THE EAST 1321.74 FT OF THEN 1/2 OF THE NE 1/4 OF SEC. 28 2.1±1.7±2.1±1.7±9.5±10.3±2.2±2.6±CENTERLINE OFDITCH/WATER8.8±10.4±BIT TRAIL10.1±BIT TRAIL23.1±B-B 41.0±B-B4.8±B-B (MEDIAN)41.0±B-B23.1±B-B75R/W75R/W 48.7±116.8±FD. 1/2 IN IRON PIPE;LS #47481FD. MAG NAIL IN SWKEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 945265R/W AND DRAINAGE &UTILITY EASEMENT PERDOC NO. 1238330DRAINAGE & UTILITYEASEMENT PER DOCNO. 1238330 (TO BEVACATED)DRAINAGE & UTILITYEASEMENT PER DOCNO. 1238330 (TO BEVACATED)DRAINAGE & UTILITYEASEMENT PER DOC NO.1238330 (TO BE VACATED)TEMPORARY EASEMENTPER DOC NO. 3257358HIGHWAY EASEMENTPER DOC NO. 3257359HIGHWAYEASEMENT PERDOC NO. 3257359PID: 220280001028LISA HANSON DROGEMULLERPID: 220280001024TIMOTHY & BARBARA ROSSPID: 221362001010JEFFREY & SANDRA SPRYPID: 221362002010BRANDL ANDERSONHOMES INCPID: 221362000020CITY OF LAKEVILLEPID: 220280001032JOHN & JULIE ENGDAHL7725 202ND STREET WLAKEVILLE, MN 55044RIP RAP AREAHOUSESHEDSHEDS. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28W. LINE OF THE EAST660.72 FT OF THE N 1/2OF THE NE 1/4 OF SEC. 28 S. LINE OF THE NORTH 660 FT OF THE N 1/2 OFTHE NE 1/4 OF SEC. 282.1±2.1±1.7±75R/W PID: 220280001038ROBERT KLYMADDRESS NOT YET ASSIGNED660.72C.S.A.H. NO. 50(202ND STREET WEST)75R/W 660.0 C.S.A.H. NO. 23 (CEDAR AVENUE)FD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1.5 IN DAKOTACOUNTY R/W CAPFD. 1/2 IN IRONPIPE;NO CAPN. LINE OF THE N 1/2 OFTHE NE 1/4 OF SEC. 28NE COR OF THE NE 1/4 OFSEC. 28, TWP. 114, RGE. 20FD. PK W/WASHER23.2±B-B10.3±BIT TRAIL 23.1±B-B 9.5±BIT TRAIL50.0±36.3±9.7±BIT TRAILEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 122933230 FT MAINTENANCE ANDDANGER TREE EASEMENT FOROVERHANG TRANSMISSION LINEPER DOC NO. 167098575 FT HIGHWAY EASEMENT INFAVOR OF DAKOTA COUNTYPER DOC NO. 3266248TEMPORARY EASEMENT INFAVOR OF DAKOTA COUNTYPER DOC NO. 3266249(EASEMENT TO EXPIRE ONDEC. 31, 2021)TEMPORARY EASEMENT SHOWN PERDAKOTA COUNTY ROAD RIGHT OF WAYMAP NO 29; NO EXPIRATION DATE GIVENEDGE OF WETLAND; DELINEATED BYWESTWOOD PROFESSIONAL SERVICES190R/W170R/WEASEMENT IN FAVOR OFTHE CITY OF LAKEVILLEPER DOC NO. 1229332S00°26'24"W 658.83 N89°55'23"E 660.75N89°55'23"E 661.05N00°26'24"E 660.03 S89°55'23"W 660.03S00°26'24"W 660.03S00°26'24"W 659.13 S00°26'24"W 659.43S89°56'55"W 660.74S89°56'55"W 661.04SEPTIC TANKS & WELLS TOBE REMOVED DURING THEDEVELOPMENT OF THEPROPERTY (TYP)SEPTIC TANKS & WELLSTO BE REMOVEDDURING THEDEVELOPMENT OF THEPROPERTY (TYP)OVERHEAD UTILITIES TOBE PLACEDUNDERGROUNDDURING DEVELOPMENTOF PROPERTYXXXXX N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-EXP01.DWG 252PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22SRMCHFSRM© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASEXISTING CONDITIONS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21MATHEW J. WELINSKISUMMERGATE DEVELOPMENT INC.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 LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...0'100'200'300'1" = 100'NOT FOR CONSTRUCTIONPROPERTY DESCRIPTIONThe West 661.02 feet of the East 1321.74 feet of that part of the North one-half (N1/2) of the NortheastQuarter (NE 1/4) of Section Twenty-eight (28), Township One Hundred Fourteen (114), Range Twenty (20),lying Southerly of the North 660 feet thereof, Dakota County, Minnesota.ANDThe East 660.72 feet of that part of the North One-half (N1/2) of the Northeast Quarter (NE1/4), lyingSoutherly of the North 660.00 feet thereof in Section 28, Township 114, Range 20, Dakota County,Minnesota.ANDThe West 660.00 feet of the East 1320.00 feet of the North 660.00 feet of the North 1/2 of the Northeast 1/4 of Section28, Township 114, Range 20, Dakota County, Minnesota.Abstract PropertyGUY WIREFLARED END SECTIONCATCH BASINELECTRIC MANHOLESEWER CLEANOUTPOWER POLEELECTRIC BOXSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTWETLANDSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXLEGENDFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)TREE LINECTVGASPOHPUGSANSTOTOHTUGWATFO∆COSTCSWEETTVGXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)TRAFFIC SIGNALMAST ARMNATURAL GAS RISER/SERVICEFIBER OPTIC PEDESTALFIBER OPTIC MANHOLESEPTIC COVERSEPFOFOJOHN & JULIE ENGDAHLLISA HANSONDROGEMULLERDAVID & GINA KINGWILLIAM &MARJORY KUNIKWILLIAM &MARJORY KUNIKJOHN & JULIE ENGDAHLROBERT KLYMJOHN & THEINMYINTFD. 1/2 IN OPEN;LS #7734FD. 1/2 IN OPEN;LS #7734FD. 1/2 IN OPEN;BROKEN CAPFD. 1/2 IN OPEN;NO CAPN89°55'23"E 660.03------660.03 N89°55'23"ES00°26'24"W 660.03--- S00°26'24"W 660.03---DETAIL A(NOT TO SCALE)DETAIL B(NOT TO SCALE)0.30±0.32±0.30±0.15±DETAIL BDETAIL A03/11/2253596EXHIBIT D 243152467891012143657891011121110987654313123456789 1011121312345678910111213141234515123476351212155,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf47,644 sf57,871 sf21,263 sf9056 9056 9056 9056 9056 9056 9056 9056 9056 90569056 9056 9056 9056 9056 9056905690569056 9056 9056 90569056905690569056905690569056905690569056905690569056905690569056 905090 509519056 83 9056905690569056 90569056 90569056 90569056 90569056905690569056905690569056905690 56905690 56905690 56905690 5690 569056905690 569056 9056905690569056905690569056905690569056905690569056 90509050 9056 9056 9056 9056 9056 9056 9056 9056 9056 9056 90 56905690 56905690 56905690 56905690 56905690 569056 905690 5690 56905690 56905690 56905690 56905690 56905690 56905690 56905690 56905684637570219714683162217 6004015560405600155273 60226101126452146 139 105 146 1373521091234018263916236 9342233575611169111 378 9048 98556905 1 8 835 6 660 6606591322 25,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sfSTREET 6STREET 4STREET 5 STREET 3STREET 3 STREET 1STREET 1STREET 1 STREET 2200TH STREET WEST202ND STREET WEST (C.S.A.H. NO. 50) CEDAR AVENUE (C.S.A.H. NO. 23)5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,022 sf5,021 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf116,631 sf322656164214 11169 111905690569056905690 5690569056905690 56905690 569056 90 5690 56905690569056905690 518356 90 5090 50905 1 835 6 8556 9048 9056 9056 9056 9056 9050 9050 9056 9056 9056 9056 9056 9056 GASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGAS GASGAS29,161 sf14,483 sf61575118 702 1976913711523905690 56905690 569056 9056 9056 9056 9056 9056 9056 9056 9056 9056 9056 9056 9056 9056 90569056 9056 905611450511 261151461621509056905690569056905690569056905690569056905690569056905690569056569056905690 56905690 56905690 564266539412375 409149 90 56905690 56905690569056 17,242 sf12536OUTLOT AOUTLOT BOUTLOT C88,537 sf42,623 sf126,882 sf4,500 sf4,500 sf5,024 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sf5,040 sfOUTLOT D5,040 sf5,040 sf5,040 sf5,040 sf5,040 sfFUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.040R/W40R/W6060R/W60R/W61.74R/W60R/W 60R/W60R/W60R/W60R/WR60R4675R/W75R/W503141536040 60R/W32B-B32B-B32B-B32B-B32B-B32B-B 32B-B32B-B200'PROPOSEDGAS EASEMENT200'PROPOSEDGAS EASEMENT30NWLPONDWETLANDEXISTING 10' BIT TRAIL17'WETLANDBUFFER17'WETLANDBUFFERWETLANDMONUMENTSIGN 38N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-PPP01.DWG 253PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22SRMCHFSRM© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASPRELIMINARY PLAT17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERSHEET 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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...0'100'200'300'1" = 100'·EXISTING ZONING:RST-2·GROSS SITE AREA:30.0 AC (1,306,818 SF)MAJOR R.O.W. (CEDAR AVE, 202ND ST):3.57 AC (155,392 SF)200 FT PIPELINE EASEMENT:1.39 AC (60,618 SF) WETLANDS: 1.57 AC (68,520 SF)·NET SITE AREA:23.47 AC (1,022,353 SF)·DEVELOPMENT SUMMARYDETACHED TOWNHOMES:66 LOTS·PROJECT DENSITY:GROSS: NET: LOT STANDARDSDEVELOPMENT NOTESPROPERTY LINECURB AND GUTTERRETAINING WALLPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDPAD LOT DEPTHFRONTREARSTANDARDDETACHEDTOWNHOMES70 FT20 FT TO R/W (MIN);25 FT TO GARAGE (MIN)50 FT TO CEDAR AVE;200TH ST.; 202ND ST.OUTLOT TABLEAWETLANDBCITYPONDING/WETLAND2.68 ACPROPERTY DESCRIPTION56'90'21SITE 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.SETBACK LINEEASEMENT LINELOT LINEPOND NORMAL WATER LEVELEXISTINGPAD LOT WIDTHSETBACKSSIDE INTERIOR LOTSIDE CORNER LOT46 FT14 FT BTW BUILDINGS20 FT TO R/WOUTLOTGROSSAREAUSE OWNERSHIPCITY2.03 ACPONDING0.49 ACCCITYTYPICAL DETACHEDTOWNHOME DETAIL56'90'X,XXX SFThe West 661.02 feet of the East 1321.74 feet of that part of the North one-half (N1/2) of the NortheastQuarter (NE 1/4) of Section Twenty-eight (28), Township One Hundred Fourteen (114), Range Twenty (20),lying Southerly of the North 660 feet thereof, Dakota County, Minnesota.ANDThe East 660.72 feet of that part of the North One-half (N1/2) of the Northeast Quarter (NE1/4), lyingSoutherly of the North 660.00 feet thereof in Section 28, Township 114, Range 20, Dakota County,Minnesota.ANDThe West 660.00 feet of the East 1320.00 feet of the North 660.00 feet of the North 1/2 of the Northeast 1/4 of Section28, Township 114, Range 20, Dakota County, Minnesota.Abstract Property46'46'70' 70'BUILDING PADUNIT LINESTREETLOT DIMENSIONPAD DIMENSIONLOT NUMBERUNIT AREA25 10 10 55ROAD RIGHT OF WAYFRONT BUILDINGSETBACK±2.20 UN/AC±2.81 UN/ACFUTURE DEVELOPMENT0.12 ACDDEVELOPEREXHIBIT E STEESEPSEPSEPSEPSTX X X X XXXXXXXXXXXXXXXXXXXXXXXXXPUGPUGPUGPUGPUGPUGTUGFOFOFOFOFOFOFO CSCSCSHHHHHHEEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSEPSEPSEPFOFO FOFOFO FOGASGASGASGASGAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POHPOHPOHPOHFOFOFOFOFOTUGTUGTUGTUGTUGPUGPUGPUGPUGPUG2401234 5 0+00.005+80.540 1 2 3 4 5 6 7 8 9 10 110+00.0011+27.3901230+00.00 3+30.670 1 2 3 4 5 6 7 8 90+00.009+75.550123450+00.00 5+11.80 3152467891012143657891011121110987654313123456789 101112131234567891011121314123451512347635121215STREET 6STREET 4STREET 5 STREET 3STREET 3 STREET 1STREET 1STREET 1 STREET 2200TH STREET WEST202ND STREET WEST (C.S.A.H. NO. 50) CEDAR AVENUE (C.S.A.H. NO. 23)12536OUTLOT AOUTLOT BOUTLOT COUTLOT D1010102010301006100810121014101610181022102410261028103210341010100410041006100810121002100410061008 10101 0 2 0 102010301030 104010401050105010501050 10601060 1012101210121014101410141 0 1 6 10161016 101810181018 1 0 2 2 10221 0 2 4 10241026102610281028 10321032 10341034 1036103610381038104210421044104410461046104610 4 61048 104810481048 1052 105210521052 1054 1054105410541056 10561056 1056105810581058105810581058103010401050102810321034103610381042104410 4 61048WATWATWATWATWATWATWATWAT WATWATWATWATWATWATSANSWATWATWATWAT SFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF RSCRSCRSC RSC RSC RSCRSCRSCRSCRSCRSCRSCRSCRSC 15" IE=1053.02FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.09901000101010201030104010501060106010101020 1030 1040105015" IE=1053.02SHEET 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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-GDP01.DWG 254LAKEVILLE, MN03/11/22CHFCHFTDDCEDAR CREEK VILLASOVERALL PRELIMINARYGRADING DRAINAGE &EROSION CONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00SEE SHEET 5SEE SHEET 60'100'200'300'1" = 100'NOT FOR CONSTRUCTIONVARIES LAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6 980.0 983.0WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.0' OF DIFFERENCE FROM THE REAR GROUNDGRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.0' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.3' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATIONTO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.DRAINAGE ARROWLOT NUMBERREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1. THE NUMBER IN THE PARENTHESIS INDICATES THENUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".99983.0MINIMUM BASEMENTFLOOR ELEVATIONPROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDPHASE 2PHASE 1EXHIBIT F XXXX XXXXXXXXXXXXXXXXXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSEPSEPSEPFOFOFOFO GASGASGASGASGAS GASGASGASGAS GASGASGASGASGASGASPOH POHPOHPOHPOHPOHPOHPOH2401234560+00.00 6+29.94 01 0+00.006 7 8 9 10 11 11+27.392 3 4 5 6 7 8 9 9+75.550123450+00.00 5+11.80 315246789101214365789101110987654313123456789 10111213123763STREET 6STREET 4STREET 3STREET 3 STREET 1STREET 1 200TH STREET WEST125OUTLOT AOUTLOT D 1020 10301012 10141016101810221024102610281032103410401050105010501060 1032103410361038104210441046104610 4 6 104810481048 105210521052 10541054105410561056 105610581 0 5 8105810581058 10301040105010281032103410361038104210441 0 4 6 1048SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSC RSCRSC RSC RSCRSC RSC RSC RSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 1047.81039.8WO1039.81046.81038.8WO1038.81045.01037.0WO1037.01047.01039.0WO1039.01054.31046.3WO1046.31048.11042.1R (3)1050.11057.01049.0WO1049.01046.61038.6R1046.61045.41037.4R1045.41045.91037.9R1045.91047.41039.4R1047.41034.0SOG1034.01028.0SOG1028.01022.0SOG1022.01019.0SOG1019.0 1030.81022.8R 1030.8 1035.01027.0R 1035.01027.51019.5R1027.51024.51016.5R1024.51023.01015.0R1023.01022.31015.6R (2)1023.61038.51030.5LO 1033.5 1045.61037.6WO1037.61041.01033.0LO 1036.0 1025.51017.5WO1017.51023.51015.5WO1015.5 1028.01020.0WO1020.0 1034.01026.0WO1026.0 1045.41037.4R1045.41037.5SOG1037.51031.0SOG1031.01025.0SOG1025.0 1032.71024.7R 1032.71029.31021.3R1029.31026.01018.0R1026.01023.51015.5R1023.51031.01023.0LO 1026.0 1034.91026.9LO 1029.9 1030.51022.5WO1022.5 1037.51029.5WO1029.5 1041.01033.0WO1033.0 1049.51041.5R1049.51052.51044.5R1052.51055.01047.0R1055.08.29%4.34%6.11%7.00%7.66%7.66%7.67%8.33%8.73%8.75% 7.59% 7.54% 7.49% 7.81% 9.11% 9.40%8.11%8.29%8.05%6.44%8.77%8.73%8.55%8.18%7.79%9.21%8.16%5.81%6.04%6.03%8.16%8.22%4.57% 9.72% 8.86%7.08%7.65%7.67%8.17%8.48%6.62%7.25%7.57%7.89% 6.23% 10581054105010461044104210421044105010481054 1058105410561058 105410501046104810461048 1052 105210461044104210381036 1040103610441042103810261024102010181016101410121014101610181020102810301032103410361038104010461044104210501046 1046104210401038103410321030102810261024102210321036103810261028102410221022 102210241028102610321030102410281030 1038103410361032 1034103001 0+00.002 3 4 5 6 7 8 9 9+75.556 7 8 9 10 11 11+27.3901234560+00.00 6+29.94012 3450+00.00 5+11.80 4.96%5.83%5.83%3.00%3.00%1.31%1.31%4.80%LP1043.433.52%5.50%5.50%2.65%2.00%1.28%1.28%2.51%LP1019.36 3.50%15" IE=1053.02FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.0LP1039.9E.O.F.1043.8LP1019.7E.O.F.1021.7E.O.F.1043.81045.911043.961043.441044.321047.381052.181019.361020.511022.031024.471026.991058.001052.621046.791040.951035.121029.561024.591019.631014.67 1045.071039.57 1045.071045.071045.071020.57 1045.071045.071045.071045.071045.071034.071028.571024.10 1032.251028.75 1020103010401050106010601020 1030 1040105015" IE=1053.02SHEET 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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-GDP01.DWG 255LAKEVILLE, MN03/11/22CHFCHFTDDCEDAR CREEK VILLASPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00GRADING & DRAINAGE NOTES1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.0'50'100'150'1" = 50'NOT FOR CONSTRUCTION1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVERHAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVEDAND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THEGRADING CONTRACT.2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TOREDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3. SILT FENCE AND FIBER LOGS; OR3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OFTHE SURFACE WATER.EROSION CONTROL NOTESSILT FENCE (TYP.)SILT FENCE(TYP.)REDUNDANT SEDIMENTPERIMETER CONTROL (TYP.)INLET SEDIMENTCONTROL (TYP.)INLET SEDIMENTCONTROL (TYP.)EROSION CONTROLBLANKET (TYP.)EROSION CONTROLBLANKET (TYP.)EROSION CONTROLBLANKET (TYP.)PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDEXHIBIT G STEESEPSEPSEPSEPSTX X X X X X X X XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGX CSCSCSHHHHEFOFOFOFO FOFOFOFOFOFO FOFOGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHFOFOFOFOFOFOFOFOFOFOFOTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG0123 4 5 0+00.005+80.540 1 2 3 4 5 6 7 80+00.0001230+00.00 3+30.670 1 2 3 40+00.000123450+00.00 5+11.80 6789101112111098765456789 10111213123456789101112131412345151234635121215STREET 4STREET 5 STREET 3 STREET 1STREET 1 STREET 2202ND STREET WEST (C.S.A.H. NO. 50)36OUTLOT AOUTLOT BOUTLOT C10101020100610081012101410161018 102210241010 1004 1004100610081012 100210041006100810101 0 2 0 103010401050101210141 0 1 6 10181 0 2 2 1 0 2 4 10261028103210341036103810421044104610481052103010281032103410361038WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSWATWATWATWATWATWATWAT WAT SFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSF SFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF RSCRSCRSCRSCRSC RSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 1028.0SOG1028.01022.0SOG1022.01019.0SOG1019.01016.0SOG1016.01013.0SOG1013.01010.0SOG1010.01015.01007.0WO1007.0 1022.01014.0WO1014.01022.51014.5WO1014.51027.01019.0LO1022.01020.51012.5WO 1012.5 1019.51011.5WO1011.51 0 2 0 . 0 1 0 1 2 . 0WO 1 0 1 2 . 0 1022.41014.4R 1022.4 1030.81022.8R 1030.8 1035.01027.0R 1035.01027.51019.5R1027.51024.51016.5R1024.51023.01015.0R1023.01022.31015.6R (2)1023.61021.51013.5WO1013.5 1025.51017.5WO1017.51023.51015.5WO1015.5 1028.01020.0WO1020.0 1034.01026.0WO1026.01031.0SOG1031.01025.0SOG1025.01013.5SOG1013.51011.2SOG1011.21014.31007.0WO(1)1007.0 1017.51009.5WO1009.5 1028.61020.6LO1023.61019.51011.5WO1011.51019.01011.0WO1011.01020.01012.0R 1020.0 1025.51017.5R 1025.5 1028.31020.3R 1028.3 1032.71024.7R 1032.71029.31021.3R1029.31026.01018.0R1026.01023.51015.5R1023.51031.01023.0LO 1026.0 1034.91026.9LO 1029.9 1017.11009.1LO 1012.1 1030.51022.5WO1022.57.66%7.66%7.67%7.68%5.76% 6.06% 6.07%4.74%4.58% 5.18%5.57%5.05%9.57%8.33%8.73%8.75% 7.59% 7.54% 7.49% 7.81% 9.11% 9.40%8.11%8.29%8.77%8.73%8.55%8.18%9.18%7.65%7.67%6.75%7.44%6.62%8.91%6.48%6.57%6.98% 8.10% 5.2 7 %9.61%9.67%8.17%7.25%7.57%102610241020101810161014101210101008100810101012101610141012101410161018 102010061002998994992103099010281026102499 0 10 0 0 98 6 98 8 99 2 99 4 99 6 99 8 1002 10041004 1022103210001026102810241004 1012102210221008 1022100610201024102810261032101610301024100210281030 10381006 103410361032 10341028103010261012 1010 10241008 10201018 1008 10161014101210101004100810041006100810061006 1018 10 1 21004 10141020 10221006 1010 1004101010021004100610081012101410161008100610101002100410061008996100099699810021004100610060123 4 5 0+00.005+80.540 1 2 3 40+00.0001230+00.00 3+30.670123 4 5 6 7 80+00.000123450+00.00 5+11.80 1.71%4.96%4.96%LP1011.120.60%3.52%3.52%5.50%LP1005.832.00%1.58%LP1007.76 2.00%1.28%1.28%2.51%LP1019.36 3.50%4.90%4.90% 4. 6 5 % LP1017.1 7 FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.0LP1019.7E.O.F.1021.7E.O.F.1009.4E.O.F.1006.2E.O.F.1005.7E.O.F.1002.6E.O.F.1017.6E.O.F.1006.21019.361020.511022.031024.471026.991029.561024.591019.631014.671011.15 1020.57 1028.571024.101017.051013.531010.001006.57 1010.791009.201007.771032.251028.751024.691019.791017.24SWALE 1OUTLET=1001.010-YR HWL=1003.1100-YR HWL=1005.0POND 2OUTLET=1000.5BOT=986.010-YR HWL=1003.3100-YR HWL=1005.7BASIN 3OUTLET=994.510-YR HWL=996.9100-YR HWL=1000.1WETLAND 4OUTLET=1004.510-YR HWL=1005.3100-YR HWL=1007.0100010101020103010101020 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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-GDP01.DWG 256LAKEVILLE, MN03/11/22CHFCHFTDDCEDAR CREEK VILLASPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00NOT FOR CONSTRUCTIONSILT FENCE (TYP.)SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANTSEDIMENT PERIMETERCONTROL (TYP.)EROSION CONTROLBLANKET (TYP.)EROSION CONTROLBLANKET (TYP.)INLET SEDIMENTCONTROL (TYP.)INLET SEDIMENTCONTROL (TYP.)INLET SEDIMENTCONTROL (TYP.)EROSION CONTROLBLANKET (TYP.)ROCK CONSTRUCTIONENTRANCE (TYP.)STABILIZE WITHRIP-RAPGRADING & DRAINAGE NOTES1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVERHAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVEDAND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THEGRADING CONTRACT.2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TOREDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3. SILT FENCE AND FIBER LOGS; OR3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OFTHE SURFACE WATER.EROSION CONTROL NOTESPROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDND0'50'100'150'1" = 50' 15" IE=1053.02FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.02401234560+00.00 6+29.94 01 0+00.006 7 8 9 10 11 11+27.392 3 4 5 6 7 8 9 9+75.550123450+00.00 5+11.80 315246789101214365789101110987654313123456789 10111213123763STREET 6STREET 4STREET 3STREET 3 STREET 1STREET 1 200TH STREET WEST125OUTLOT AOUTLOT D POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFOFOFO GASGASGASGASGAS GASGASGASGAS GASGASGASGASGASGASPOH POHPOHPOHPOHPOHPOHPOH15" IE=1053.02CBMH-209RE=1048.07IE=1037.46 (W)IE=1037.46 (S)CBMH-210RE=1042.79IE=1038.50 (S)IE=1038.30 (E)CB-211RE=1042.80IE=1038.80 (N)CBMH-702RE=1039.91IE=1036.90 (N)IE=1036.90 (S)CB-110RE=1040.32IE=1036.32 (E)CBMH-109RE=1040.30IE=1036.02 (W)IE=1035.82 (S)CBMH-216RE=1039.99IE=1035.99 (E)CBMH-208RE=1039.60IE=1035.48 (N)IE=1035.68 (W)IE=1035.48 (S)CBMH-207RE=1028.92IE=1024.92 (N)IE=1024.92 (S)CB-113RE=1023.49IE=1019.49 (E)CBMH-108RE=1023.52IE=1018.99 (N)IE=1019.19 (W)IE=1018.99 (S)CBMH-206RE=1024.47IE=1019.97 (N)IE=1020.17 (W)IE=1019.97 (S)CB-213RE=1024.47IE=1020.47 (E)CBMH-203RE=1020.08IE=1011.69 (S)IE=1012.49 (W)IE=1013.76 (N)CBMH-202RE=1020.14IE=1011.08 (N)IE=1001.49 (SE)CBMH-214RE=1019.70IE=1015.64 (E)IE=1015.64 (S)CB-112RE=1010.49IE=1006.49 (E)114 LF-18" RCPCL 5 @ 0.88%239 LF-15" RCP CL 5 @ 0.35%30 LF-12" RCPCL 5 @ 1.00%180 LF-15" RCP CL 5 @ 1.10%31 LF-12" RCPCL 5 @ 1.00%195 LF-15" RCP CL 5 @ 5.41%308 LF-15" RCP CL 5 @ 5.46%30 LF-12" RCPCL 5 @ 1.00%302 LF-15" RCP CL 5 @ 4.31%30 LF-12" RCPCL 5 @ 1.00%88 LF-15" RCPCL 5 @ 5.60%30 LF-12" RCPCL 5 @ 1.00%131 LF-15" RCPCL 5 @ 3.15%130 LF-24" RCPCL 3 @ 1.44%30 LF-30" RCPCL 3 @ 2.00%44 LF-24" RCPCL 3 @ 0.81%24" STORM SEWER STUB-215IE=1016.00STMH-703RE=1056.00IE=1042.40 (S)55 LF-15" RCPCL 5 @ 10.00%STMH-701RE=1043.66IE=1035.90 (N)IE=1035.90 (S)98 LF-21" RCPCL 4 @ 0.37%18" FES-7006.4 CU YD CLASS III RIPRAPIE=1035.54STMH-205RE=1019.85IE=1015.85 (N)IE=1015.85 (E)119 LF-18" RCP CL 5 @ 1.42%34 LF-15" RCPCL 5 @ 4.34%CBMH-204RE=1018.87IE=1014.57 (S)IE=1014.37 (W)IE=1014.17 (E)99 LF-33" RCP CL 3 @ 1.00%CB-307RE=1023.50SHEET 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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-UTP01.DWG 257LAKEVILLE, MN03/11/22CHFCHFTDDCEDAR CREEK VILLASPRELIMINARY UTILITYPLAN STORM17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT0'50'100'150'1" = 50'NOT FOR CONSTRUCTION6" DRAINTILEEXHIBIT H WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSWATWATWATWATWATWAT WAT FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.0SWALE 1OUTLET=1001.010-YR HWL=1003.1100-YR HWL=1005.0POND 2OUTLET=1000.5BOT=986.010-YR HWL=1003.3100-YR HWL=1005.7BASIN 3OUTLET=994.510-YR HWL=996.9100-YR HWL=1000.1WETLAND 4OUTLET=1004.510-YR HWL=1005.3100-YR HWL=1007.00123 4 5 0+00.005+80.540 1 2 3 4 5 6 70+00.0001230+00.00 3+30.670 1 2 3 40+00.000123450+00.00 5+11.80 789101112111098765456789 10111213123456789101112131412345151234635121215STREET 4STREET 5 STREET 3 STREET 1STREET 1 STREET 2202ND STREET WEST (C.S.A.H. NO. 50)36OUTLOT AOUTLOT BOUTLOT CSTEESEPSEPSEPSEPSTGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGTUGTUGTUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUG CSCSCSHHHHEFOFOFOFO FOFOFOFOFOFO FOFOGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHFOFOFOFOFOFOFOFOFOFOFOTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSCBMH-207RE=1028.92IE=1024.92 (N)IE=1024.92 (S)CB-113RE=1023.49IE=1019.49 (E)CBMH-108RE=1023.52IE=1018.99 (N)IE=1019.19 (W)IE=1018.99 (S)CBMH-304RE=1023.53IE=1019.77 (W)IE=1018.87 (E)IE=1018.67 (S)CB-305RE=1023.58IE=1020.07 (E)CBMH-206RE=1024.47IE=1019.97 (N)IE=1020.17 (W)IE=1019.97 (S)CB-213RE=1024.47IE=1020.47 (E)CBMH-203RE=1020.08IE=1011.69 (S)IE=1012.49 (W)IE=1013.76 (N)CBMH-202RE=1020.14IE=1011.08 (N)IE=1001.49 (SE)CBMH-214RE=1019.70IE=1015.64 (E)IE=1015.64 (S)CBMH-303RE=1017.50IE=1013.50 (N)IE=1013.50 (SW)CBMH-302RE=1016.54IE=1012.54 (NE)IE=1012.54 (S)CBMH-117RE=1011.36IE=1007.24 (NW)IE=1007.04 (SW)STMH-106RE=1011.03IE=1005.82 (N)IE=1005.82 (E)CBMH-107RE=1010.49IE=1005.99 (N)IE=1006.19 (W)IE=1005.99 (S)CB-112RE=1010.49IE=1006.49 (E)STMH-301RE=1009.44IE=1005.44 (N)IE=1000.77 (W)CBMH-105RE=1008.90IE=1004.87 (W)IE=1004.87 (SE)CBMH-103RE=1008.22IE=1001.15 (SW)IE=1004.22 (NE)IE=1001.15 (SE)CB-111RE=1007.13IE=1003.13 (NE)CBMH-104RE=1007.13IE=1002.83 (SW)IE=1002.63 (NW)IE=1002.43 (SE)CBMH-602IE=997.77 (S)OCS-501RE=1005.70IE=997.50 (N)IE=1000.50 (S)CBMH-115RE=1005.20IE=1001.56 (W)IE=1001.56 (N)CB-116RE=1005.20IE=1001.70 (E)27" FES-4009.9 CU YD CLASS III RIPRAPIE=1000.8127" FES-4029.9 CU YD CLASS III RIPRAPIE=1000.81FES-101RE=1003.00IE=1000.50 (W)30" FES-50012.3 CU YD CLASS III RIPRAPIE=1000.00FES-300RE=1002.42IE=1000.50 (E)27" FES-401IE=1001.00 (E)27" FES-403IE=1001.00 (E)FES-502RE=999.50IE=996.50 (S)30 LF-12" RCPCL 5 @ 1.00%302 LF-15" RCP CL 5 @ 4.31%88 LF-15" RCPCL 5 @ 5.60%30 LF-12" RCPCL 5 @ 1.00%131 LF-15" RCPCL 5 @ 3.15%130 LF-24" RCPCL 3 @ 1.44%30 LF-30" RCPCL 3 @ 2.00%30 LF-12" RCPCL 5 @ 1.00%23 LF-15" RCPCL 5 @ 0.75%118 LF-15" RCPCL 5 @ 0.80%130 LF-15" RCP CL 5 @ 1.73%86 LF-24" RCPCL 3 @ 0.19%30 LF-12" RCPCL 5 @ 1.00%59 LF-18" RCPCL 5 @ 0.68%129 LF-24" RCP CL 3 @ 0.42%84 LF-15" RCP CL 5 @3.34%31 LF-12" RCPCL 5 @ 1.00%39 LF-24" RCPCL 3 @ 0.27%69 LF-15" RCPCL 5 @ 0.35%48 LF-15" RCPCL 5 @ 0.35%CBMH-114RE=1005.78IE=1001.39 (S)IE=1001.39 (NE)30 LF-12" RCPCL 5 @ 0.45%99 LF-27" RCP CL 3 @ 0.19%99 LF-27" RCPCL 3 @ 0.19%130 LF-15" RCP CL 5 @ 3.97%65 LF-15" RCPCL 5 @ 1.48%73 LF-18" RCPCL 5 @ 0.37%30 LF-12" RCPCL 5 @ 1.00%44 LF-24" RCPCL 3 @ 0.81%24" STORM SEWER STUB-215IE=1016.00STMH-601RE=1007.63IE=997.61 (N)IE=997.61 (SE)87 LF-24" RCP CL 3 @0.19%STMH-205RE=1019.85IE=1015.85 (N)IE=1015.85 (E)119 LF-18" RCP CL 5 @ 1.42%34 LF-15" RCPCL 5 @ 4.34%CBMH-204RE=1018.87IE=1014.57 (S)IE=1014.37 (W)IE=1014.17 (E)CBMH-212RE=1018.87IE=1014.87 (N)99 LF-33" RCP CL 3 @ 1.00%33" FES-20114.0 CU YD CLASS III RIPRAPIE=1000.50126 LF-12" RCP CL 5 @ 0.50%CB-307RE=1023.50IE=1019.50 (W)127 LF-1 5 " R C P C L 5 @ 5 . 6 1 %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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-UTP01.DWG 258LAKEVILLE, MN03/11/22CHFCHFTDDCEDAR CREEK VILLASPRELIMINARY UTILITYPLAN STORM17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT0'50'100'150'1" = 50'NOT FOR CONSTRUCTIONCONNECT TO EXISTINGWATERMAIN 15" IE=1053.02FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.02401234560+00.00 6+29.94 01 0+00.006 7 8 9 10 11 11+27.392 3 4 5 6 7 8 9 9+75.550123450+00.00 5+11.80 315246789101214365789101110987654313123456789 10111213123763STREET 6STREET 4STREET 3STREET 3 STREET 1STREET 1 200TH STREET WEST125OUTLOT AOUTLOT D POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFOFOFO GASGASGASGASGAS GASGASGASGAS GASGASGASGASGASGASPOH POHPOHPOHPOHPOHPOHPOH15" IE=1053.02MH-19RE=1054.88IE=1042.92 (E)IE=1042.82 (W)D=12.0MH-18RE=1047.97IE=1035.95 (E)IE=1035.97 (W)D=12.0MH-14RE=1047.37IE=1030.26 (E)IE=1030.26 (W)IE=1030.16 (S)D=17.28" SANITARY STUB-20IE=1043.01 (W)MH-17RE=1043.44IE=1031.36 (E)IE=1031.26 (W)D=12.1MH-9RE=1039.57IE=1027.52 (S)D=12.0MH-25RE=1032.87IE=1020.92 (N)IE=1020.82 (S)D=12.0MH-8RE=1031.32IE=1019.37 (N)IE=1019.27 (S)D=12.08" SANITARY STUB-26IE=1028.50 (S)MH-22RE=1028.54IE=1005.02 (S)IE=1016.59 (N)IE=1004.92 (W)D=23.6MH-13RE=1026.07IE=1014.12 (N)IE=1014.02 (S)D=12.0MH-7RE=1026.06IE=1014.12 (N)IE=1014.02 (S)D=12.0MH-21RE=1022.03IE=1003.87 (E)IE=1003.77 (W)D=18.2MH-6RE=1019.90IE=1008.13 (N)IE=1002.77 (E)IE=1002.67 (S)D=17.2250 LF-8" PVC @ 0.40%212 LF-8" PVC @ 2.17%144 LF-8" PVC @ 4.77%380 LF-8" PVC @ 4.22%380 LF-8" PVC @ 3.74%169 LF-8" PVC@ 3.48%100 LF-8" PVC@ 5.16%149 LF-8" PVC@ 5.46%262 LF-8" PVC @ 0.40%250 LF-8" PVC @ 0.40%124 LF-8" PVC @ 3.42%27 LF-8" PVC @27.85%21 LF-4" PVC @0.40%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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-UTP01.DWG 259LAKEVILLE, MN03/11/22CHFTDDTDDCEDAR CREEK VILLASPRELIMINARY UTILITYPLAN SANITARY17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT0'50'100'150'1" = 50'NOT FOR CONSTRUCTIONEXHIBIT I WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSWATWATWATWATWATWAT WAT FUTURE PONDPOSSIBLE OUTLET=1020.0MAXIMUM HWL=1022.0SWALE 1OUTLET=1001.010-YR HWL=1003.1100-YR HWL=1005.0POND 2OUTLET=1000.5BOT=986.010-YR HWL=1003.3100-YR HWL=1005.7BASIN 3OUTLET=994.510-YR HWL=996.9100-YR HWL=1000.1WETLAND 4OUTLET=1004.510-YR HWL=1005.3100-YR HWL=1007.00123 4 5 0+00.005+80.540 1 2 3 4 5 6 70+00.0001230+00.00 3+30.670 1 2 3 40+00.000123450+00.00 5+11.80 789101112111098765456789 10111213123456789101112131412345151234635121215STREET 4STREET 5 STREET 3 STREET 1STREET 1 STREET 2202ND STREET WEST (C.S.A.H. NO. 50)36OUTLOT AOUTLOT BOUTLOT CSTEESEPSEPSEPSEPSTGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGTUGTUGTUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUG CSCSCSHHHHEFOFOFOFO FOFOFOFOFOFO FOFOGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHFOFOFOFOFOFOFOFOFOFOFOTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSMH-25RE=1032.87IE=1020.92 (N)IE=1020.82 (S)D=12.08" SANITARY STUB-26IE=1028.50 (S)MH-22RE=1028.54IE=1005.02 (S)IE=1016.59 (N)IE=1004.92 (W)D=23.6MH-13RE=1026.07IE=1014.12 (N)IE=1014.02 (S)D=12.0MH-7RE=1026.06IE=1014.12 (N)IE=1014.02 (S)D=12.0MH-23RE=1022.39IE=1005.68 (SW)IE=1005.58 (N)D=16.8MH-21RE=1022.03IE=1003.87 (E)IE=1003.77 (W)D=18.2MH-6RE=1019.90IE=1008.13 (N)IE=1002.77 (E)IE=1002.67 (S)D=17.2MH-5RE=1017.25IE=1005.56 (N)IE=1005.46 (S)D=11.7MH-24RE=1017.19IE=1006.14 (NE)D=11.0MH-4RE=1014.64IE=1003.03 (N)IE=1002.93 (SW)D=11.7MH-12RE=1011.56IE=999.80 (N)IE=999.66 (W)IE=999.56 (E)D=11.9MH-11RE=1009.99IE=998.04 (W)IE=997.94 (SE)D=12.0MH-10RE=1008.41IE=996.46 (NW)IE=996.36 (SE)D=12.0MH-3RE=1008.26IE=994.50 (NW)IE=994.50 (NE)IE=994.40 (SW)D=13.8MH-2RE=1006.23IE=994.14 (NE)IE=994.04 (S)D=12.1MH-1RE=1006.10IE=990.10 (N)IE=990.00 (S)D=16.18" SANITARY STUB-27IE=999.78 (E)380 LF-8" PVC @ 3.74%99 LF-8" PVC @1.54%100 LF-8" PVC@ 1.48%100 LF-8" PVC@ 1.86%180 LF-8" PVC @ 4.68%75 LF-8" PVC @-3.84%169 LF-8" PVC@ 3.48%100 LF-8" PVC@ 5.16%116 LF - 8 " P V C @ 0 . 4 0 % 141 LF-8" PVC @ 0.40%262 LF-8" PVC @ 0.40%250 LF-8" PVC @ 0.40%124 LF-8" PVC @ 3.42%27 LF-8" PVC @27.85%65 LF-8" PVC @0.40%102 LF-8" PVC@ 3.86%31 LF-8" PVC @0.40%74 LF-8" PVC @3.30%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 MINNESOTAN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-UTP01.DWG 2510LAKEVILLE, MN03/11/22CHFTDDTDDCEDAR CREEK VILLASPRELIMINARY UTILITYPLAN SANITARY17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/215620803/11/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...PROJECT NUMBER: 0032488.000'50'100'150'1" = 50'NOT FOR CONSTRUCTIONSANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTCONNECT TO EXISTINGSANITARY SEWERCONNECT TO EXISTINGWATERMAIN STEESTPUGPUGPUGPUGPUGPUGTUGFOFOFOFOFOFOFOCSCSCSHHHHHHEEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFO FOFOFO FOGASGASGASGASGAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POHPOHPOHPOHFOFOFOFOFOTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGS15" IE=1053.0223152467891012143657891011121110987654313123456789 101112131234567891011121314123451512341215126OUTLOT AOUTLOT BOUTLOT COUTLOT DN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-PPL01.DWG 2517PROJECT NUMBER: 0032488.00LAKEVILLE, MN12/29/21...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASOVERALL PRELIMINARYLANDSCAPE PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'0'100'200'300'1" = 100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS... * STREET TREES: 101 TREES* BUFFER DECIDUOUS TREES:25 TREES* BUFFER EVERGEEN TREES:134 TREES* BUFFER ORNAMENTAL TREES:35 TREES* BUFFER SHRUBS: 57 SHRUBSTOTAL MULTI FAMILY LANDSCAPING PROVIDED:295 TREESNOTES:1.STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS.2. TREES SHALL BE PLANTED IN FRONT OF MULTI FAMILY LOTS 20' FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITHCURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED AMINIMUM OF 15' OFF ANY UTILITY PIPE.5. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.6. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL.7. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE.8. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF A PROPOSED SIDEWALK OR TRAIL.MULTI FAMILY LANDSCAPE PROVISIONSNATIVE SEEDING LEGENDDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (0.71 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.05 AC)COMMON/BOTANICAL NAMESYMBOLNOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. REFER TO FINALLANDSCAPE PLANS FOR SPECIES LOCATIONS AND QUANTITIES. TREES MARKED WITH A + INDICATED LIMITEDUSE SPECIES AND ARE NOT USED ON BOULEVARD.LARGEOVERSTORYTREESBUFFEREVERGREENTREESOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESBlack Hills Spruce / Picea glauca densataNorway Spruce / Picea abiesNorway Pine / Pinus resinosaRed Oak / Quercus rubraSwamp White Oak / Quercus bicolorKentucky Coffeetree / Gymnocladus dioicusSt. Croix Elm / Ulmus americana 'St. Croix'+Sienna Glen Maple / Acer x freemanii 'Sienna'Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole'Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold'Hackberry / Celtis occidentalisColorado Spruce / Picea pungensWhite Pine / Pinus strobusAllegheny Serviceberry / Amelanchier laevisJapanese Tree Lilac / Syringa reticulataThornless Cockspur Hawthorn / Crataegus crusgalli 'Inermis'Quaking Aspen / Populus tremuloidesSpring Snow Crab / Malus 'Spring Snow'Accolade Elm / Ulmus japonica x wilsoniana 'Morton'Techny Arborvitae / Thuja occidentalis 'Techny'White Oak / Quercus albaYellowwood / Cladrastis kentuckeaPRELIMINARY PLANT SCHEDULESIZEMATURE SIZE8'-10' HT., BB2.5" BBSPACING O.C.AS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWN6' HT., BB CLUMPAS SHOWN6' HT., BB CLUMPAS SHOWN2" BBAS SHOWNAS SHOWNAS SHOWN2" BB2" BBH 15'-25' W 15'-25'H 25'-30' W 20'-25'H 15'-20' W 15'-20'H 40'-60' W 20'-30'H 30'-40' W 20'-30'H 60'-80' W 25'-30'H 50'-80' W 30'-40'H 20' W 20'H 60'-80' W 40'-60'H 40'-50' W 35'-40'H 50'-70' W 40'-50'H 50'-60' W 40'H 70' W 40'-50'H 50' W 35'-40'H 50' W 30'H 50'-75' W 50'H 40'-60' W 15'-30'H 12'-15' W 6'-8'AS SHOWNH 60' W 30'-40'H 60'-80' W 25'-30'AS SHOWNH 50'-70' W 40'-50'AS SHOWNH 60' W 30'-40'2.5" BB* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISEDENOTES WET MEADOW S & WSEED MIX (34-271)TOTAL AREA (1.25 AC)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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAMULTI FAMILY RESIDENTIAL REQUIREMENTS:* 1% OF OVERALL MULTI FAMILY PROJECT VALUE-PROJECT VALUE WILL BE DETERMINED BY DEVELOPERCEDAR AVENUE BUFFERYARD REQUIREMENTS:* A MINIMUM VISUAL SCREEN OF 10'.* SCREENING PLANT MATERIAL SHALL BE IN TWO OR MORE ROWS STAGGERED WITH SHRUBS ARRANGED TOLESSEN GAPS BETWEEN TREES.* MINIMUM SPACING: DECIDUOUS TREES 40' O.C., EVERGREENS 15' O.C., SHRUBS 4' O.CMULTI FAMILY LANDSCAPE REQUIREMENTS* ALL DISTURBED AREAS IN R.O.W. TO BE SEEDED WITHMESIC GENERAL ROADSIDE SEED MIX (25-141)2.5" BB2.5" BB2.5" BB2.5" BB2.5" BB2.5" BB2.5" BB2.5" BB2.5" BBCODEQTY.SGM4SKH14WHO29REO16SWO4SCE25YEW4KEC2HAK6ACE17AGM5BHS30NOS16COS26WHP25NOP25TEA12TCH7JTL5ALS13QUA4SSC6DECIDUOUS OVERSTORY TREES - 126EVERGREEN TREES - 134ORNAMENTAL TREES - 35BUFFERSHRUBSRegent Serviceberry / Amelanchier alnifolia 'Regent'Redwing Cranberry Viburnum / Viburnum trilobum 'J.N. Select'Cardinal Dogwood / Cornus sericea 'Cardinal'#5 Cont.AS SHOWN6'-0" O.C.CAD26RCV16RSB15BUFFER SHRUBS - 57 #5 Cont.AS SHOWN6'-0" O.C.#5 Cont.AS SHOWN6'-0" O.C.8'-10' HT., BB8'-10' HT., BB8'-10' HT., BB8'-10' HT., BB8'-10' HT., BBEXHIBIT J HHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFOFO GASGASGASGAS GASGASGASGAS GASGASGASGASGASGASPOHPOHPOHPOHPOHPOHPOH15" IE=1053.02231524678910121436578910987654313123456789 1011121312312OUTLOT AOUTLOT D3-BHS3-COS2-NOP3-COS2-BHS3-WHP3-NOS2-WHP3-ALS1-QUA3-TCH4-BHS3-BHS3-NOP1-SGM4-WHP2-NOS3-NOP1-AGM4-COS1-SGM2-SWO1-YEW3-COS2-SSC1-KEC1-QUA3-WHP2-NOS2-JTL3-BHS1-JTL3-TEA4-NOP11-RSB1-ALS2-TEA1-YEW7-ACE9-REO9-SCE7-REO10-ACE7-WHO7-SCE2-WHPN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-PPL01.DWG 2518PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'0'50'100'150'1" = 50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAEXHIBIT K STEESTGASPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGTUGTUGTUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUG CSCSCSHHHHHHEFOFOFOFO FOFOFOFOFOFO FOFOGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHFOFOFOFOFOFOFOFOFOFOFOTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGS7891011121110987656789 1011121312345678910111213141234515123412156OUTLOT AOUTLOT BOUTLOT C3-COS2-YEW2-TCH1-HAK4-NOP5-BHS3-ALS4-NOP3-NOS4-ALS5-WHP3-BHS3-COS2-AGM3-BHS2-SWO1-KEC5-COS3-NOP1-JTL3-NOS3-HAK2-SGM1-QUA3-SSC5-WHP1-QUA5-BHS1-AGM3-NOS1-JTL3-TEA4-NOP11-RSB1-ALS2-TEA1-YEW5-COS14-CAD1-SSC4-RSB3-TEA2-ALS3-WHP6-RCV2-TCH12-CAD4-TEA5-BHS1-JTL2-HAK10-RCV1-AGM4-WHO7-SKH9-SCE7-SKH7-ACE9-REO8-WHO10-WHON:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-PPL01.DWG 2519PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'0'50'100'150'1" = 50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS... 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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA S15" IE=1053.02PUGPUGPUGPUGPUGPUGTUGFOFOFOFOFOFOFOCSCSCSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFO FOFOFO FOGASGASGASGASGAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POHPOHPOHPOHFOFOFOFOFOTUGTUGTUGTUGTUGPUGPUGPUGPUGPUG10101020 1030100610081012 101410161018102210241026102810321034101010041004100610081012 100210041006100810101 0 2 0 102010301030 104010401050105010501050 10601060 1012101210121014101410141 0 1 6 10161016 101810181018 1 0 2 2 10221 0 2 4 10241026102610281028 10321032 10341034 1036103610381038104210421044104410461046104610 4 61048 104810481048 1052 105210521052 1054 1054105410541056 10561056 1056105810581058105810581058103010401050102810321034103610381042104410461048243152467891012143657891011121110987654313123456789 101112131234567891011121314123451512347635121215STREET 6STREET 4STREET 5 STREET 3STREET 3 STREET 1STREET 1STREET 1 STREET 2200TH STREET WEST202ND STREET WEST (C.S.A.H. NO. 50) CEDAR AVENUE (C.S.A.H. NO. 23)12536OUTLOT AOUTLOT BOUTLOT COUTLOT DN:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-TPP01.DWG 2521PROJECT NUMBER: 0032488.00LAKEVILLE, MN12/10/21...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASOVERALL TREEPRESERVATION PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'0'100'200'300'1" = 100'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS... DENOTES EXISTING CONIFEROUS TREETO REMAINDENOTES EXISTING DECIDUOUS TREETO REMAINDENOTES EXISTING CONIFEROUS TREETO BE REMOVEDDENOTES EXISTING DECIDUOUS TREETO BE REMOVEDDENOTES TREE PROTECTION FENCEX" T " POST OR EQUAL6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.ORANGE CONSTRUCTION FENCESTAKED EVERY 6'1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCURWITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVEDFENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST RE VI SED : 05/28 /15TREE PROTECTIONTP08NOTES:PLANELEVATIONDRIPLINE6' METAL FENCE POST. STAKE EVERY 6'MAXIMUM.TREE PROTECTION DETAILLEGENDSHEET 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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAEXHIBIT L 15" IE=1053.02POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFOFOFO GASGASGASGAS GASGASGASGAS GASGASGASGASGASGASPOHPOHPOHPOHPOHPOHPOH1020 10301012 10141016101810221024102610281032103410201030 104010401050105010501050 1060 106010181022102410261028 1032 10341034 1036103610381038104210421044104410461046104610 4 61048 104810481048 1052 105210521052 1054 1054105410541056 10561056 105610581 0 5 81058105810581058 10301040105010281032103410361038104210441 0 4 6 10482431524678910121436578910987654313123456789 10111213123763STREET 6STREET 4STREET 3STREET 3 STREET 1 STREET 1 200TH STREET WEST125OUTLOT AOUTLOT D TPFTPFTPFTPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTREE PROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE(TYP.)TPFTREEPROTECTIONFENCE(TYP.)TREEPROTECTIONFENCE(TYP.)TPF 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2522PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASTREE PRESERVATIONPLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'0'50'100'150'1" = 50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAEXHIBIT M SGASPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGTUGTUGTUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUG CSCSCSFOFOFOFO FOFOFOFOFOFO FOFOGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHFOFOFOFOFOFOFOFOFOFOFOTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG10101020100610081012101410161018 10221010 1004 1004100610081012 100210041006100810101 0 2 0 1020103010401012101210121014101410141 0 1 6 10161016 101810181018 1 0 2 2 10221 0 2 4 10241026102610281028 103210341036103810421044104610301028103210347891011121110987656789 10111213123456789101112131412345151234635121215STREET 4STREET 5 STREET 3 STREET 1 STREET 1 STREET 2202ND STREET WEST (C.S.A.H. NO. 50) CEDAR AVENUE (C.S.A.H. NO. 23)36OUTLOT AOUTLOT BOUTLOT CTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE(TYP.)TPFTREEPROTECTIONFENCE(TYP.)TREEPROTECTIONFENCE(TYP.)TREEPROTECTIONFENCE(TYP.)TPF 50255027502850295030503150325033503450355036521252135214521552165217521852195220522152225223522452255226522752285229523052315232523352345235523652375238523952405241524252435244524552475266526752685269527053015305530653075308531053685369537053715372537353745375537653775379538153885389539053915392539353945395539653975398539954005401540254035404548954915492549354945495549654975498549955005501550255035504550555525553555455555556555755585559556055615562556456135614561556165617561856195620562156225623562456255626562756285629563057135714571557165717574557465747574857495750575157525753575457555756575757605778577957805781578257835784578557865787578857895790579157925793579457955796579757985799580158045857585958605862586358645865586658675868586958705871587258735874587558765877587858795880588258985900590159025903590459055906590759085909591059115912591359145915591959475948594959505951595259535954595559565957595859595960596159625963596459655966596759685969597059715972597359745975597659775978597959805981598259835984598559865987598859895990599159925993599459955996599759985999600060016002600360047001700270037004700570067007700870097010701170127013701470157016701770187019702070217022702370247025702670277028702970307031703270337034703570367037703870397040704170427043704470457046704770487049705070517052705370547055705670577058705970607061706270637064706570667067706870697070707170727073707470757076707770787079708070817082708370847085708670877088708970907091709270937094N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-TPP01.DWG 2523PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASTREE PRESERVATIONPLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'0'50'100'150'1" = 50'02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS... 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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-TPP01.DWG 2524PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASTREE PRESERVATIONDATA17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYER02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET 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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAEXHIBIT N N:\0032488.00\DWG\CIVIL\PRELIMINARY\0032488C-TPP01.DWG 2525PROJECT NUMBER: 0032488.00LAKEVILLE, MN03/11/22...© 2022 Westwood Professional Services, Inc.CEDAR CREEK VILLASTREE PRESERVATIONDATA17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CEDAR CREEK VILLAS12/10/21SUMMERGATE DEVELOPMENT INC.03/11/2253774NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com02/11/2203/11/22...CITY COMMENT REVISIONSCITY COMMENT REVISIONS...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 LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA 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 March 30, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR CREEK VILLAS The Dakota County Plat Commission met on March 30, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 23 (Cedar Ave.) and CSAH 50 (202nd St. West) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed residential development site was revised to include additional property from the last review. The right-of-way needs along CSAH 50 (202nd St. West) are 75 feet of half right of way, which is shown on the plat. The right-of-way needs along CSAH 23 (Cedar Ave.) are 100 feet of half right of way. The plat includes 95 feet of half right of way; therefore, an additional 5-feet is required to be dedicated along CSAH 23. The access spacing guidelines along CSAH 50 are ¼ mile full access and 1/8-mile (660 feet) restricted access. No access is shown to CSAH 23. There are two accesses to the proposed development, one access along CSAH 50 at Glenbrook Path and one access to 200th Street West (city street). Restricted access should be shown along all of CSAH 23 and all of CSAH 50, except for the one approved opening. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The type of future access openings along County Roads are subject to change based upon operation, safety concerns, updated studies, or increased traffic counts. Future access allowed to any County Road has a right to an access opening but not the type of access (full, restricted) or future median requirements. 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 April 19, 2022. Traffic volumes on CSAH 23 and CSAH 50 are 20,300 and 6,800 ADT, respectively, and are anticipated to be 39,000 and 7,300 ADT by the year 2040. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the EXHIBIT O 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: Bryan Tucker, Summer-Gate Christian Froemke, Westwood City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, 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 Date: March 23, 2022 Subject: Cedar Creek Villas • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Utility Plan Review • Preliminary Tree Preservation Plan Review BBAACCKKGGRROOUUNNDD Summergate Development, LLC has submitted a preliminary plat named Cedar Creek Villas. The proposed subdivision is located west of and adjacent to Cedar Avenue (CSAH 23), north of and adjacent to 202nd Street (CSAH 50), south of adjacent to 200th Street and east of Hamburg Avenue. The parent parcel consists of three metes and bounds parcels (PID Nos. 220280001026, 220280001032 and 220280001038) zoned RST-2, Single and Two Family Residential District. The preliminary plat consists of sixty-six (66) detached townhome lots, 7 HOA common lots within seven (7) blocks, and four (4) outlots on 30.0 acres. The Developer is dedicating 3.57 acres as 202nd Street and Cedar Avenue right-of-way. The outlots created with the final plat shall have the following use: Outlot A: Wetland and buffers; to be deeded to the City (2.03 acres) Outlot B: Drainageway; to be deeded to the City (0.49 acres) Outlot C: Stormwater management basin, wetland and buffers; to be deeded to the City (2.68 acres) CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 22 OOFF 77 Outlot D: Future development; to be retained by the Developer (0.12 acres) The proposed development will be completed by: Developer: Summergate Development, LLC Engineer/Surveyor: Westwood Professional Services, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Cedar Creek Villas site primarily consists of undeveloped agricultural land with wooded areas and a wetland/water corridor that roughly bisects the site from the northwest to the southeast. EEAASSEEMMEENNTTSS The parent parcels contain the following public and private easements and agreements to remain with the final plat: • Dakota County Road Right of Way Map No. 229 filed August 17, 1999 as Document No. 1630302 • Highway Easement in favor of County of Dakota dated August 17, 1999, filed August 30, 1999 as Document No. 1633817 • Right of Way Agreement in favor of Great Lakes Pipe Line company as Document No. 813474 • Maintenance and Danger Tree Easement for Overhang Transmission Line as Document No. 1670985 • Highway Easement in favor of County of Dakota dated July 11, 2018, filed August 17, 2018 as Document No. 3266248 • Highway Easement in favor of Dakota County per Doc. No. 3257359 The parent parcels contain the following public and private easements that will be vacated with the preliminary plat: • Easement in favor of City of Lakeville, Per Doc No. 1229332 • Drainage and Utility Easement per Doc. No. 1238330 • Easement in favor of City of Lakeville as Document No. 945265 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Cedar Creek Villas is located west of and adjacent to Cedar Avenue, a principal arterial County highway, as identified in the City’s Transportation Plan. Cedar Avenue is currently constructed as a 4-lane divided urban roadway adjacent to the parent parcels. No access is proposed to Cedar Avenue with the final plat. CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 33 OOFF 77 The current Dakota County Plat Review Needs Map indicates a 100-foot-wide half right-of- way requirement. The preliminary plat was reviewed by the Dakota County Plat Commission at its March 30, 2022 meeting, with approval subject to the dedication of additional five feet of right-of-way to meet the 100-foot half right-of-way requirement. 202nd Street (CSAH 50) Cedar Creek Villas is located north of and adjacent to 202nd Street, a minor arterial County highway, as identified in the City’s Transportation Plan. 202nd Street was reconstructed with City Project 15-12 as a two-lane divided urban roadway adjacent to the plat. City Project 15-12 included construction of a west bound right turn lane and east bound left turn lane to the parent parcels at the proposed street location to permit a full access location. The Developer shall grade the future trail bench along the north side of 202nd Street adjacent to the plat to allow for the future relocation of the trail at the time 202nd Street is expanded to a 4-lane divided roadway. The current Dakota County Plat Review Needs Map indicates a 75-foot-wide half right-of-way requirement, which is shown to be dedicated on the preliminary plat. 200th Street Cedar Creek Villas is located south of and adjacent to 200th Street, a minor collect roadway, as identified in the City’s Transportation Plan. 200th Street is currently constructed as a two-lane rural gravel roadway adjacent to the parent parcels. The City is programming to improve 200th Street as a paved roadway in 2022. The Developer shall provide an escrow with the final plat for its share of the future sidewalk along 200th Street adjacent to the plat. Street 1 Development of Cedar Creek Villas includes the construction of Street 1, a local roadway that aligns with Glenbrook Path to the south. The local roadway is designed as a 32-foot wide, two-lane urban roadway with a five-foot-wide concrete sidewalk along the east side of the street. Street 1 will provide a full access intersection to 202nd Street for the development. The Developer is dedicating 60-feet of right-of-way along the entire length of the local roadway. Street 2 Development of Cedar Creek Villas includes the construction of Street 2, a local roadway terminating at the west plat boundary. Street 2 will provide future full access to 202nd Street to the adjacent parcel to the west. The local roadway is designed as a 32-foot wide, two-lane urban roadway with a five-foot-wide concrete sidewalk along the north side of the street. The Developer is dedicating 60-feet of right-of-way along the entire length of the local roadway. Street 3 Development of Cedar Creek Villas includes the construction of Street 3, a local roadway. Street 3 will provide an access to 200th Street, a minor collector rural roadway. The local CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 44 OOFF 77 roadway is designed as a 32-foot wide, two-lane urban roadway with a five-foot-wide concrete sidewalk along the east side of the street. The Developer is dedicating 60-feet of right-of-way along the entire length of the local roadway, which borders the adjacent property to the west. Street 4 Development of Cedar Creek Villas includes the construction of Street 4, a local roadway. The local roadway is designed as a 32-foot wide, two-lane urban roadway with a five-foot-wide concrete sidewalk along the north side of the street. The Developer is dedicating 60 feet of right-of-way along the entire length of the local roadway. Streets 5 and 6 Development of Cedar Creek Villas includes the construction of Streets 5 and 6, both local roadways. Streets 5 and 6 will provide roadway access for the adjacent property to the north and east. The local roadways are designed as a 32-foot wide, two-lane urban roadway with a five-foot-wide concrete sidewalk along one side of the streets. Street 5 will terminate in a permanent cul-de-sac south of Street 4. The Developer is dedicating 60-feet of right-of-way along the entire length of the local roadway. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be from a single rock construction entrance off of 202nd Street (CSAH 50). Construction access and egress is not permitted on 200th Street. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS Development of Cedar Creek Villas includes the construction of public sidewalks along the local roadways. A 10-foot-wide bituminous trail was constructed along the north side of 202nd Street with City Project 15-12 from Holyoke Avenue to Cedar Avenue, adjacent to the parent parcels. The Developer shall reimburse the City for its 5/8 share of the trail construction costs with the final plat adjacent to 202nd Street. The Park Dedication requirement has not been collected on the parent parcels and will be required to be paid with the final plat. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Cedar Creek Villas is located within subdistricts SC-10070 of the South Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed to the MCES Elko/New Market Interceptor and continue to the Empire Wastewater Treatment Facility. Development of Cedar Creek Villas includes the extension of public 8-inch sanitary sewer from an existing stub on the north side of 202nd Street constructed with CP 15-12. The CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 55 OOFF 77 Developer shall extend the 8-inch sanitary sewer to the east and west plat boundaries to provide utility service for the adjacent parcels. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and will be required with the final plat. WWAATTEERRMMAAIINN Development of Cedar Creek Villas includes the extension of 8-inch public watermain. Watermain will be extended within the development from the existing 8-inch stub constructed with City Project 15-12 at the location of the Street 1 intersection. The Developer shall extend the 8-inch watermain to the east and west plat boundaries to provide utility service for the adjacent parcels. The Lateral Watermain Access Charge is required to be paid with the final plat for the portion of 16-inch trunk watermain adjacent to the preliminary plat along 202nd Street and Cedar Avenue. The Developer shall also post an escrow with the final plat for the future construction of 12-inch trunk watermain along 200th Street. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans. OOVVEERRHHEEAADD LLIINN EESS An overhead electric line and poles are located along the south side of 200th Street adjacent on the parent parcels. The Developer is required to remove the poles and place the utilities underground adjacent to the plat boundary with the final plat, consistent with the City’s Public Ways and Property Ordinance. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Cedar Creek Villas is primarily located within subdistricts SC-095 of the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Development of Cedar Creek Villas includes the construction of a stormwater management basin to collect and treat the stormwater runoff generated from the site. The stormwater management basin will provide water quality treatment of the stormwater runoff generated from the development through a privately owned and maintained water re- use system, to be located within Outlot C. A maintenance agreement will be required with the final plat for the private system located on public property. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 66 OOFF 77 Cedar Creek Villas 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 Cedar Creek Villas includes the construction of public storm sewer systems. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basin located within Outlot C. The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be paid with the final plat. The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots A, B and C to the City consistent with City policy. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. RREESSIIDDEENNTTIIAALL BBUUFFFFEERR YYAARRDD RREEQQUUIIRREEMMEENNTTSS 202nd Street and Cedar Avenue are arterial roadways as identified in the City’s Transportation Plan. A buffer yard screen containing a combination of earth berms and plantings of a sufficient density to provide a minimum visual screen shall be provided for the lots adjacent to 202nd Street and Cedar Avenue. FEMA FLOODPLAIN ANALYSIS Cedar Creek Villas is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, the plat is not located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS The wetland delineation for the site was completed and approved in 2021. The wetland delineation for the area outlined in the reports has been determined to be acceptable for use in implementing the Wetland Conservation Act. The plans propose to impact parts of three lower quality wetlands that are located within farm pasture. The total proposed wetland impact is 1.08 acres. A wetland replacement plan has been submitted and is out for comment. The wetland replacement plan must be approved prior to any impacts. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers if needed. CCEEDDAARR CCRREEEEKK VVIILLLLAASS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 2233,, 22002222 PPAAGGEE 77 OOFF 77 The remaining wetland and buffers will be placed in City owned outlots. Natural Area signs will be shown on the final plat along the wetland buffers. The developer is responsible for the establishment and enhancement of the wetland buffers. TTRREEEE PPRREESSEERRVVAATTIIOONN A tree preservation plan has been submitted. The plan shows a total of 1006 significant trees within the site. The proposed plan saves 34 trees. Most of the trees on the site are Pine trees that were planted close together in very tight rows around 2000 and have since grown together. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. EERROOSSIIOONN CCOO NNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. A management plan including a schedule for the establishment of the Outlots for a minimum of 3 years of maintenance must be submitted to the City for review prior to issuance of any building permits. The Developer shall provide a security to ensure proper seeding and maintenance. 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. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, grading and erosion control plan, utility plan and tree preservation plan for Cedar Creek Villas, subject to the requirements and stipulations within this report.