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ITEM 6
City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: March 12, 2020 Subject: Packet Material for the March 19, 2020 Planning Commission Meeting Agenda Item: Cedar Hills preliminary plat, Zoning Map amendment, and easement vacation. Action Deadline: April 9, 2020 BACKGROUND Green Key Real Estate Group has applied for a preliminary plat, rezoning, and easement vacations to allow the development of 139 single family residential lots, 137 detached townhome lots, and 92 attached townhome lots on 159.5 acres to be known as Cedar Hills. The Cedar Hills preliminary plat is located south of 200th Street (CR 64), east of Cedar Avenue (CSAH 23), and west of the city boundary with Farmington. On January 6, 2020, the City Council adopted a Negative Declaration on the EAW following the preparation of an Environmental Assessment Worksheet (EAW) consistent with the Environmental Quality Board’s (EQB) requirements. The EAW was required based on the number of proposed residential units to be constructed on the site. The Developer addressed comments which were identified during the EAW process. The Cedar Hills 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. Existing Zoning Map C. Proposed Zoning Map D. Easement Vacation E. Existing Conditions F. Overall Preliminary Plat G. Preliminary Plat (2 pages) H. Preliminary Grading, Drainage, & Erosion Control Plans (8 pages) I. Wetland Impact Plan 2 J. Preliminary Utility Plans (2 pages) K. Overall Preliminary Landscape Plan L. Preliminary Landscape Plans (8 pages) M. Overall Tree Preservation Plan N. Tree Preservation Plan (8 pages) O. Tree Inventory (2 pages) P. Plat Commission Letter PLANNING ANALYSIS ZONING MAP AMENDMENT The Cedar Hills preliminary plat area is currently zoned RS-3, Single Family Residential District and RM-1, Medium Density Residential District (Exhibit B). The Developer has applied to amend the Zoning Map such that the north half of the property would be zoned RM-1 and the south half of the property to be RS-4 (Exhibit C). Both are consistent with the low/medium density residential that the property is guided in the 2040 Land Use Plan. EASEMENT VACATION The construction of 205th Street in conjunction with the Spyglass development required a street and utility easement for the portion of 205th Street outside the Spyglass plat boundary. That easement is requested to be vacated and will be replaced with dedicated right of way. The easement to be vacated is highlighted in yellow on Exhibit D. A permanent easement north of 205th Street for a culvert under 205th Street was advertised to be vacated but it has been determined that the easement should remain in place. The easement is located in what will be Outlot H, which will be deeded to City with the final plat. PRELIMINARY PLAT Existing Conditions. The development site consists of two parcels. The use on the property has been undeveloped agricultural land. Consistency with the Comprehensive Plan. The Cedar Hills 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 (CR 64), Single family homes, Undeveloped Agricultural land (RA and A-P) East – City of Farmington, Farmington High School, Undeveloped Agricultural land South – 205th Street, Spyglass Park (P/OS), single family homes (RS-3) West – Cedar Avenue (CSAH 23), Undeveloped Agricultural land, Lakeville Kingdom Hall (RM-1) Consistency with the Capital Improvement Plan (CIP). City streets, sanitary sewer and water improvements for the area of Cedar Hills will be financed and constructed 3 by the Developer. The development costs associated with the Cedar Hills development are not programmed in the 2020– 2024 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 Hills preliminary plat against these criteria finds that it is not a premature subdivision. Density/Average Lot Size. The Cedar Hills preliminary plat consists of 139 single family lots, 137 detached townhome lots, and 92 attached townhome lots on 159.5 acres. This results in a gross density of 2.31 units per acre. Excluding arterial street right-of-way, wetlands, and stormwater management ponds, the net density is 3.33 units per acre. SINGLE FAMILY LOT REQUIREMENTS Lots/Blocks. The following minimum single-family lot size requirements of the RS-4, Single Family Residential District pertain to the Cedar Hills preliminary plat: Lot Area (Interior) Lot Area (Corner) Lot Width (Interior) Lot Width (Corner) Lot Depth (Abutting Cedar Ave/ 202nd St) Lot Width (Abutting Cedar Ave/ 202nd St) RS-4 8,400 s.f. 10,200 s.f. 70 feet 85 feet 150 feet 95 feet Single family lot sizes within the Cedar Hills preliminary plat range from 9,044 square feet to 24,568 square feet in area. All of the single family lots meet the lot area, width and depth requirements of the RS-4 District. Setbacks. The following minimum requirements for single family building setbacks in the RS-4 District pertain to the Cedar Hills preliminary plat: Front Yard Side Yard (Interior) Side Yard (Corner) Side Yard (Buffer) Rear Yard Rear Yard (Buffer) RS-4 20 ft (house) 25 ft (garage) 7 feet 20 feet 30 feet 30 feet 50 feet The proposed house pads shown on the Cedar Hills grading, drainage and erosion control plan indicate that all 139 single family lots have adequate building pad areas that meet setback requirements for principal structures. TOWNHOME DEVELOPMENT STANDARDS Lot Requirements. The following minimum requirements for townhome building setbacks in the RM-1 District pertain to the Cedar Hills preliminary plat: 4 Base Lot Between Detached Units Between Attached Units Front Yard (to ROW) RM-1 30 feet 14 feet 20 feet 20 feet (front) 25 feet (garage) The proposed unit lots shown on the Cedar Hills preliminary plat have sufficient area to accommodate the detached and attached townhome units. The RM-1 District requires at least 5,000 square feet per unit. The Cedar Hills Preliminary plat has an average of 5,208 square feet per unit for the townhome area, which exceeds the minimum lot area per unit requirements of the RM-1 District. HOA. A homeowner’s association will be required to be established for ownership and maintenance of the following common lots and outlots: • Lot 58, Block 1 • Lot 28, Block 2 • Lot 30, Block 3 • Lot 21, Block 4 • Lot 4, Block 5 • Lot 12, Block 6 • Lot 29, Block 7 • Lot 4, Block 8 • Lot 28, Block 9 • Lot 25, Block 10 • Outlots C, E, and F Exterior Materials. Each unit must meet the requirements of Section 11-58-21.C.4, 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 material 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 Developer must submit dimensioned floor plans for the townhome units to verify compliance with the minimum requirements for above grade floor area established by Section 11-17-13D of the Zoning Ordinance. 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. Landscaping. Each townhome building must provide landscaping at the immediate perimeter of the unit. All landscaped areas, including common open space and public 5 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 11-58-21K. Prior to City Council consideration of the preliminary plat, revised landscape plans showing the current guest parking locations must be submitted. Residential Buffer Yard Requirements. Twenty (20) single family lots abutting Cedar Avenue and future 202nd Street require increased buffer yard lot sizes and setbacks along with 39 townhome units that abut Cedar Avenue and 200th Street in the Cedar Hills preliminary plat. Cedar Avenue is classified as a minor arterial and 200th Street and 202nd Street are classified as major collectors in the Comprehensive Transportation Plan. The buffer yard screening must provide an effective minimal visual screen to a height of 10 feet except for those townhome units (Lots 20-30, Block 1) adjacent to Cedar Avenue that will have a floor elevation more than 10 feet above the centerline of Cedar Avenue. 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 K and L). The single family lots abutting Cedar Avenue and future 202nd Street must install sod to the trail. A $1,000/lot security will be required with the building permit. Outlots. There are eleven outlots totaling 38.43 acres in the Cedar Hills preliminary plat. The use of the proposed outlots will be as follows: Outlot A – 1.20 acre outlot consisting of a stormwater management basin and stream re-alignment that will be deeded to the City with the final plat. Outlot B – 2.99 acre outlot consisting of a wetland and stormwater management basin that will be deeded to the City with the final plat. Outlot C – 1.20 acre outlot that will serve as a private park for the townhome units and be owned and maintained by the HOA. Outlot D – 7.27 acre outlot consisting of a wetland and stormwater management basin that will be deeded to the City with the final plat. Outlot E – 0.38 acre outlot that is open space and a guest parking area for the townhome development that will be owned and maintained by the HOA. Outlot F – 1.26 acre outlot that will serve as a buffer to the single family homes and will be owned and maintained by the HOA. Outlot G – 6.47 acre outlot consisting of a wetland and stormwater management basin that will be deeded to the City with the final plat. Outlot H – 6.76 acre outlot consisting of a wetland and stormwater management basin that will be deeded to the City with the final plat. Outlot I – 3.96 acre outlot consisting of park land that will be deeded to the City with the final plat. Outlot J – 5.31 acre outlot consisting of a wetland that will be deeded to the City with the final plat. Outlot K – 1.63 acre outlot consisting of a wetland and stormwater management basin that will be deeded to the City with the final plat. 6 The plans show Outlot E directly adjacent to Common Lot 4, Block 21. Staff recommends that Outlot E be combined with the common lot when the property is final platted. Signs. No subdivision identification monument signs are proposed with the Cedar Hills preliminary plat at this time. Streets. The following is a summary of streets proposed with the Cedar Hills preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated March 12, 2020. Cedar Avenue (CSAH 23) – Cedar Avenue is west of and adjacent to the property and is classified as a minor arterial County Highway in the Comprehensive Transportation Plan. The Developer is dedicating the necessary right of way with the preliminary plat. 200th Street (CR 64) – 200th Street is north of and adjacent to the property and is designated as a major collector County road in the Comprehensive Transportation Plan. It is currently a two-lane rural roadway. Dakota County Plan Needs Map shows a half right of way requirement of 50 feet and designates this roadway as a future undivided two-lane street. The Developer is dedicating the required right of way with the preliminary plat. 202nd Street – 202nd Street will be extended from Cedar Avenue to a future west access driveway for Farmington High School. The Developer is dedicating 100 feet of right of way for a 40-foot-wide urban roadway within the plat boundary. 202nd Street will have bituminous trails on both sides of the street. 202nd Street will be required to be constructed either with Phase 2 of the development or by November 1, 2021, whichever is sooner. The City is partnering with the Developer, City of Farmington, and ISD 192 to construct the extension of 202nd Street beyond the east plat boundary into the City of Farmington to provide a secondary access for Farmington High School. 205th Street – 205th Street is located south of the Cedar Hills preliminary plat and is identified as a minor collector roadway in the City’s Transportation Plan. 205th Street will be extended from its current terminus at the north property boundary of the Spyglass development through the Cedar Hills plat. Streets 1 and 11 – Streets 1 and 11 are classified as minor collectors in the City’s Transportation Plan. Street 11 will be an extension of 205th Street to 202nd Street as a 40-foot-wide street within 66 feet of right of way. Street 1 will be a 40-foot-wide street within an 80-foot-wide right-of-way and will have full access intersections with 202nd Street and 200th Street. Streets 1 and 11 will have five-foot-wide sidewalks along both sides of the street, except for the west side of Street 11, which will have a bituminous trail between Street 18 and the south plat boundary. The Developer will be required to remove the existing temporary cul-de-sac on 205th Street for the extension of Street 11 and restore the area as a part of the street construction. The following lot will have driveway restrictions: • Lot 1, Block 18 must have driveway access from Street 11. 7 Street 2 – Street 2 will be a residential street constructed within a 60-foot-wide right-of- way and a 32-foot-wide street with a 5-foot-wide concrete sidewalk on one side of the street. It will end in a permanent cul-de-sac south of Street 3. Streets 3, 5, 6, 17, and 18 – Streets 3, 5, 6, 17, and 18 will be residential streets constructed within a 60-foot-wide right-of-way and a 32-foot-wide street with a five- foot-wide concrete sidewalk along one side of the street. The following lots will have driveway restrictions: • Lots 1-4, Block 17 must have driveway access from Street 17. Streets 4 and 13 – Streets 4 and 13 will be residential streets constructed within a 60- foot-wide right-of-way and a 32-foot-wide street with a five-foot-wide concrete sidewalk along one side of the street. Both streets will be aligned to provide full access to 202nd Street. Streets 7, 14, 15, 16, and 19 – Streets 7, 14, 15, 16 and 19 will be residential streets constructed within a 60-foot-wide right-of-way and a 32-foot-wide street ending in a permanent cul-de-sac. The following lots will have driveway restrictions: • Lots 3-8, Block 11 must have driveway access from Street 14. • Lots 23-26, Block 13 must have driveway access from Street 16. • Lots 4-10, Block 18 must have driveway access from Street 19. Streets 8 and 9 – Streets 8 and 9 will be residential streets constructed within a 60-foot- wide right-of-way and a 32-foot-wide street with a five-foot-wide concrete sidewalk along one side of the street. Both streets will provide future access into the City of Farmington and Street 8 will end in a temporary cul-de-sac until it is extended in the future. Future street extension signs and barricades must be placed at the east end of both streets. Street 10 – Street 10 will be a residential street constructed within a 60-foot-wide right- of-way and a 32-foot-wide street with a five-foot-wide sidewalk on one side of the street. Street 10 will provide full access to 200th Street. Street 12 – Street 12 will be a residential street constructed within a 60-foot-wide right- of-way and a 32-foot-wide street with a five-foot-wide concrete sidewalk along one side of the street. Street 12 provides access to 205th Street and aligns with Gateway Drive to the south and terminates in a permanent cul-de-sac south of Street 18. All streets meet the minimum width and design requirements of the Subdivision Ordinance. Phasing. Cedar Hills will be developed in several phases. The first phase is planned to be single family homes on the west side of the development. The remaining phase(s) of development are to be determined. Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion control, and utilities for the Cedar Hills 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 12, 2020 engineering report prepared by Alex Jordan, Assistant City Engineer and Mac 8 Cafferty, Environmental Resources Manager. The Engineering Division recommends approval of the preliminary plat. Tree Preservation. A tree preservation plan (Exhibits M and N) was submitted by the Developer. There are 960 significant trees located within the Cedar Hills preliminary plat boundaries. The tree preservation plan proposes to save 744 (77.5%) of the significant trees on site. The majority of the trees proposed to be removed are Boxelder and Black Locust trees. Mac Cafferty, Environmental Resources Manager has reviewed the tree preservation plan. His comments are included in the March 12, 2020 engineering report. Wetlands. A wetland delineation has been completed and the information and data has been incorporated into the preliminary plat plans. There will be 0.456 acres of permanent wetland impact with this project and the Developer will purchase banking credits to offset the wetland impacts proposed with this development. Mac Cafferty has reviewed the wetland delineation report. His comments are included in the March 12, 2020 engineering report. Park Dedication. The Cedar Hills preliminary plat proposes deeding Outlot I, which is located adjacent to the existing Spyglass park to the south, to the City for park purposes. Three acres from that outlot will be credited to the park dedication requirement (the remainder of the outlot will be used for stormwater ponding purposes.) This dedication will meet a portion of the park dedication requirement. The remainder of the park dedication requirement will be satisfied through park dedication fees to be paid with the final plat. The Engineering Memo includes additional information about the park dedication requirement. The Parks, Recreation and Natural Resources Committee will review the preliminary plat at their March 18, 2020 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, except permanent cul-de-sac streets. Bituminous trails will be constructed by the Developer on both sides of 202nd Street, the east side of Cedar Avenue, the south side of 200th Street to Street 1, the west side of Street 11 adjacent to the City park (Outlot I), and on Outlot J from Street 11 to the east plat boundary. Additional information regarding sidewalk and trail construction is included in the Engineering Memo. MUSA. The Cedar Hills 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 from Cedar Avenue to the east plat boundary as a part of the improvements on the site. The overhead electric transmission line and poles along the east side of Cedar Avenue will remain in place and are not required to be buried with this development. Plat Commission. The Dakota County Plat Commission reviewed and approved the preliminary plat at their December 11, 2019 meeting. The Plat Commission letter is included as Exhibit P. 9 RECOMMENDATION Planning Department staff recommends approval of the Cedar Hills preliminary plat, Zoning Map amendment, and easement vacation, subject to the following stipulations: 1. Implementation of the recommendations listed in the March 12, 2020 engineering report. 2. Park dedication shall be satisfied with a combination of land dedication and 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 construct a bituminous trail along the east side of Cedar Avenue, both sides of 202nd Street, the south side of 200th Street from Cedar Avenue to Street 1, the west side of Street 11 adjacent to Outlot I, and east of Street 11 through Outlot J to the east plat boundary. 4. Outlots A, B, D, G, H, I, J, and K shall be deeded to the City with the final plat. 5. Outlot E shall be combined with Lot 21, Block 4 with the final plat. 6. 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 plat. The single family lots abutting Cedar Avenue and 202nd Street must install sod to the trail and a $1,000 per lot security will be required with the building permit. 7. The following lots shall have restricted driveway access: • Lot 1, Block 18 must have driveway access from Street 11. • Lots 3-8, Block 11 must have driveway access from Street 14. • Lots 23-26, Block 13 must have driveway access from Street 16. • Lots 1-4, Block 17 must have driveway access from Street 17. • Lots 4-10, Block 18 must have driveway access from Street 19. 8. Streets 8 and 9 must have future street extension signs and barricades placed at the east end of each street. 9. Street 8 requires a temporary cul-de-sac, for which a temporary easement must be executed by the Developer with the final plat and a security submitted for the future removal of the temporary cul-de-sac. 10. All new local utilities and the existing overhead service utilities located along the south side of 200th Street shall be placed underground. 11. A homeowner’s association must be established for ownership and maintenance of the following lots: • Lot 58, Block 1 • Lot 28, Block 2 • Lot 30, Block 3 • Lot 21, Block 4 • Lot 4, Block 5 10 • Lot 12, Block 6 • Lot 29, Block 7 • Lot 4, Block 8 • Lot 28, Block 9 • Lot 25, Block 10 • Outlots C, E, and F 12. All townhome units must meet the exterior materials requirements of Section 11-58-21.C.4 of the Zoning Ordinance. 13. The Developer must submit dimensioned floor plans for the townhome units to verify compliance with the minimum requirements for above grade floor area established by Section 11-17-13D of the Zoning Ordinance. 14. Each townhome unit shall include an attached garage meeting the minimum width and area requirements of Section 11-58-21D of the Zoning Ordinance. 15. The Developer shall provide details to verify compliance with the landscape requirements of Section 11-58-21K of the Zoning Ordinance. 16. Prior to City Council consideration of the preliminary plat, revised landscape and tree preservation plans showing the current guest parking locations must be submitted. Findings of fact for the rezoning is attached to this report. ± Cedar Hills Preliminary Plat 200TH ST (CR 64) 205 T H S TCEDAR AVE (CSAH 23)202ND ST (CSAH 50) 200TH ST Cedar Hills Preliminary Plat City of Lakeville EXHIBIT A ± Cedar Hills Preliminary Plat 200TH ST (CR 64) Cedar Hills Existing Zoning City of Lakeville Zoning Map EXHIBIT B RM-1 RM-1 RS-4 RS-3 RS-3 RST-2 RS-3 P-OS RM-1 RSMH RA A-P RS-3 202ND ST (CSAH 50)CEDAR AVENUE (CSAH 23)CITY OF FARMINGTONRS-3 RM-1 ± Cedar Hills Preliminary Plat 200TH ST (CR 64) Cedar Hills Proposed Zoning City of Lakeville Zoning Map EXHIBIT C RM-1 RM-1 RS-4 RS-3 RST-2 RS-3 P-OS RM-1 RSMH RA A-P RS-3 202ND ST (CSAH 50)CEDAR AVENUE (CSAH 23)CITY OF FARMINGTONRM-1 RS-4 205TH ST P-OS PERMANENT EASEMENTPER DOCUMENT NO.2986962STREET & UTILITYEASEMENT PERDOCUMENT NOS.1997075 & 2160055HIGHWAY EASEMENT PERDOCUMENT NO. 3290660HIGHWAY EASEMENT PERDOCUMENT NO. 3290658COUNTY ROAD NO. 23 (CEDAR AVENUE)COUNTY ROAD NO. 64 (200TH STREET WEST)205TH STREET WEST202ND STREETWESTN:\0022951.00\DWG\SURVEY\0022951V-ESF01.DWG 11PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/23/2020..SRM© 2017 Westwood Professional Services, Inc.CEDAR HILLSEASEMENT TO BEVACATEDPO BOX 302EXCELSIOR, MINNESOTA 55331CEDAR HILLS01/23/2020GREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150Common Ground AllianceCall 48 Hours before digging:811 or call811.com150'.0'150'300'450'1" = 150'######################################## 1040105010501050 1 0 3 4 1 0 3 61038 1042104410461048 104010401040104010401040104010401040104010401040 104010401050 105010501050 10341034103410341034103410341034103410341034103410341034 103410361036 103610361 0 3 6 10361036103610361036103610361036 103610381038103810381 0 3 8 103810381038 10381038103810381038 1038104210421042104210421042104210 4 2 10421042104210421042 1042104210441044 10441044104410441044 10441044104410441046104610461046104610461046 1046104610461046 1048 1048104810481048 102010301018102210221022 102410261028 1020 10201020 10 2 0 10201 0 2 0 102010201020 1020102010201020 1 0 3 0 10301030103010 3 0 10301 0 3 0 10301030103010301030103010301030 1030 103010301030 10 1 8 1018 1018101 8 101810181018101810181018 1018 1018101810181018 1 0 2 2 10221022 10221022 10 2 2102210221022102210221022102210241024 1024 10241024102 4 1024102410241024 10241024102410261026102610261 0 2 6 102610261026 1026102610261026102 8 1028102810281028 1028102810281028 10281028102810281028102810281028102810289809901000978982984986988992994996998980980980980990990990990990100010001000 100010 0 0 10 0 0 100 0 1000 10001000 1000978 978 978978978 982 982982982982982982984 984984984984986 986986986986988 988988988988988 992992992 992992 99 2 992 992 992994992994994994994 99499 4 994 994 994996996996996 9969 9 6 996996996 996 996 996 996998998998998 9 9 8 9989989 9 8 998998 998PUG PUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GASGAS GAS GAS GAS GAS GAS GASGASGAS GAS GASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO GASPUGPUG PUG PUG PUGPUG PUG PUGPUGPUG PUG PUGPUGPUGPUGPUGPUGPUGTUG 208TH STREET205T HSTRE E T WES T205TH STREET WESTCOUNTY ROAD NO. 64 (200TH STREET WEST)COUNTY ROAD NO. 23 (CEDAR AVENUE)COUNTY ROAD NO. 23 (CEDAR AVENUE)COUNTY ROAD NO. 64 (200TH STREET WEST)N. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 27S. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 27E. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 27 W. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 27W. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 27 E. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 27 N. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 27S. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 27NW COR OF THE N 1/2 OF THE NW 1/4OF SEC. 27, TWP. 114, RGE. 14FD. PK W/WASHERFD. DAKOTA COUNTY R/WMONUMENTSFD. DAKOTA COUNTY R/WMONUMENTSSW COR OF THE S 1/2 OF THE NW 1/4OF SEC. 27, TWP. 114, RGE. 14FD. PK W/WASHERR/W SHOWN PER DAKOTA COUNTYROAD RIGHT OF WAY MAP NO. 229E. LINE OF CEDAR AVENUE PER DAKOTACOUNTY ROAD RIGHT OF WAY MAP NO. 229E. LINE OF CEDAR AVENUE PER DAKOTACOUNTY ROAD RIGHT OF WAY MAP NO. 229202NDSTREETWEST83.033.033.033.033.066.050.066R/WPID: 22-02800-20-011FARMINGTON CONGREGATIONOF INC JEHOVAHS WITNESSES PID: 22-02800-01-016SILVA FAMILY INVESTMENTS, LLC PID: 22-02800-01-038ROBERT KLYM PID: 22-02800-01-030JOHN & THEIN MYINT PID: 22-02200-54-010DONNELLY FARMS LPPID: 22-02200-54-020DONG & DAO SANANIKONEPID: 22-02200-50-010DONNELLY FARMS LMTD PTNSHPPID: 22-02200-55-010NICHOLAS & JENNIFER BORMANNPID: 22-02200-55-020DONNELLY FARMS LMTD PTNSHPPID: 14-02700-07-020TERENCE & DEBORAH DONNELLY PID: 14-25826-01-010INDEPENDENT SCHOOL DIST. 192PID: 27-71450-00-040CITY OF LAKEVILLESTREET & UTILITY EASEMENT PERDOCUMENT NOS. 1997075 & 2160055TRANSMISSION LINE EASEMENTPER DOC NO. 1662414PERMANENT EASEMENT PERDOC NO. 2986962(EX 9)33 FT R/W FOR COUNTY RD 64HIGHWAY EASEMENT PERDOC NO. 3290658TEMPORARY EASEMENTPER DOC NO. 3290659HIGHWAY EASEMENT PERDOC NO. 3290660TEMPORARY EASEMENTPER DOC NO. 3290661OVERFLOW CONTROL STRUCTURE37.5±10 FT BITUMINOUS TRAIL39.3±B-B 19.1±66R/W 6.3±13.3±APPROXIMATE LOCATION OF NATURALGAS LINE PER MAPPING RECEIVED FROMMN ENERGY RESOURCE (2014)(MAY BE DISTORTED AS TO LOCATION ONMAPS PROVIDED)10.1±27.7±BIT175.0165.0165.0190.0170.036.2±36.8±37.1±44.8±30.2±40.2±28.5±FD 3/8 INCH IRON PIPEFD. 3/8 INCH IRON PIPEEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDNE COR OF THE N 1/2 OFTHE NW 1/4 OF SEC. 27,TWP. 114, RGE. 14FD. PK NAILFENCE IS ON PROPERTY LINEGASGASGAS POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH POH POH POH POH POH POH GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWATWATWATWATWATWATWATSAN TUGTUGFO TUGTUGTUGTUG TUGTUGTUGTUGTUGTUGTUG TUGTUGGAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGAS GAS POHPOHPOHPUGPUGPUGPUGPUGPUGPUG806 807 808 809 810 811 812 813 814 815 816163164165166263264265266 ExistingWetland H0.08 AcExistingWetland G0.32 AcExistingWetland E1.35 AcExistingWetland C1.55 AcExistingWetland F0.26 AcExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcExistingWetland D0.06 Ac53546N:\0022951.00\DWG\CIVIL\PRELIM\0022951EXP01.DWG 452PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSEXISTING CONDITIONSPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/1902/17/20KEVIN J. KALEY02/17/20GREEN KEY REAL ESTATE GROUP02/17/20NOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com149.999997'30' OR 15'0'150'300'450'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTALEGENDGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC TOWERPOWER POLEELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXWETLANDSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINECABLE TELEVISION LINEHYDRANTHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXNATURAL GAS VALVEFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)FLAG POLETREE LINEEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)FIBER OPTIC PEDESTALFIBER OPTIC MANHOLESET MONUMENT (SEE LABEL)LEGAL DESCRIPTIONThe North 1/2 of the Northwest 1/4 of Section 27, Township 114, Range 20, Dakota County, Minnesota.Abstract Property.AndThe South 1/2 of the Northwest 1/4 of Section 27, Township 114, Range 20, Dakota County, Minnesota.Abstract Property. STREET 2STREET 2 STREET 3STREET 4 STREET 6 STREET 7STREET 5STREET 8S T R E E T 8 STREET 10 S T R E E T 9STREET 1STREET 1STREET 13STREET 14STREET 15STREET 16STREET 12STREET 12STREET 12 STREET 18STREE T 1 1 STREET 11STREET 11STREET 17STREET 19202ND STREET W202ND STREET W200TH STREET W200TH STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)C.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET W205T H S T R E E T W TW=998.0BW=998.0TW=1002.0BW=996.5TW=1007.0BW=996.5TW=997.0BW=997.0TW=1001.0BW=996.5Edge of WetlandEdge of WetlandEdge of WetlandEdge of WetlandEdge of WetlandPONDPONDPONDPONDPONDPONDPONDPONDPOND242322212019181716151413121110 98765432154555657123456789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*151413121110987654321123456781234567891011121314151617181920212223242526123456789101112131415161718192021222324252627282930313212345678910 11 121314151234567891011121314151617123412345123456789101112131415161718192021222324252627282945 4649505153123 4 56 7 8910 11121314151628272625242318171*2*4*5*6*7*910111213141516171811253467789101010111213131414141515161617181818OUTLOT AOUTLOT BOUTLOT DOUTLOT FOUTLOT GOUTLOT HOUTLOT IOUTLOT JOUTLOT K161921*20*22*27*23*25*24*26*28*29*3*2*1*OUTLOT E2221201917183*8262528273029323134333536373839404241434447 485224*25OUTLOT C2019262728*323130213058122942825429806 807 808 809 810 811 812 813 814 815 816164165166264265266 9183,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf 81110,225 sfN:\0022951.00\DWG\CIVIL\PRELIM\0022951PPP01.DWG 453PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSOVERALL PRELIMINARYPLATPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP02/17/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com149.999997'30' OR 15'0'150'300'450'1" = 150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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· EXISTING ZONING: RM1 & RS-3· PROPOSED ZONING: RS4 (SOUTH) & RM-1 (NORTH)· GROSS SITE AREA: 159.5 AC MAJOR R.O.W. (CEDAR AVE; 202ND ST W; 200TH ST W): 13.41 AC EXISTING WETLAND: 10.22 AC· NET DEVELOPABLE AREA: 131.96 AC· OPEN SPACE: 21.94 AC· DEVELOPMENT SUMMARY MULTI-FAMILY TWINHOMES: 92 HOMES 70' WIDE SINGLE FAMILY: 139 LOTS VILLAS: 40' WIDE LOTS (2 CAR GARAGES): 75 LOTS *50' WIDE LOTS (3 CAR GARAGES): 62 LOTS TOTAL VILLAS: 137 LOTSTOTAL HOMES: 368 HOMES· PROJECT DENSITY:GROSS (368 UNITS / 159.5 AC): ±2.32 UN/AC (GROSS SITE AREA) NET (368 UNITS / 131.91 AC) ±2.79 UN/AC (NET DEVELOPABLE SITE AREA)MINIMUM LOT AREASITE DEVELOPMENT DATALOT STANDARDS1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THEHIGH WATER LEVEL OF ALL PONDS.5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESAVERAGE LOT AREAMINIMUM LOT WIDTHMINIMUM LOT DEPTHSETBACKSFRONTSIDE INTERIOR LOTSIDE CORNER LOTREARSTANDARD70' SINGLEFAMILY40/50' VILLASMULTI-FAMILYTWINHOMES9,363 SF12,512 SFN/AN/AN/AN/A78'98'25'14' BTW BLDS20'N/A50'/60'90'25'14' BTW BLDS20'N/A70' @ FRONT SBK125'20' HOUSE/25' GARAGE7'/7'; 14' TOTAL20'30'OUTLOT TABLEOUTLOTAGROSSAREAUSE OWNERSHIPPONDINGCITY1.20 ACBPONDING/WETLANDCITY2.99 ACC PRIVATE PARKHOA1.20 ACDPONDING/WETLANDCITY7.27 ACE OPEN SPACEHOA0.38 ACTHE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 27,TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTAANDTHE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 27,TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTAPROPERTY DESCRIPTIONTYPICAL SINGLE FAMILY (SF) LOT DETAIL10'5'5'7'25'30'5'70'70'125' 125'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDING SETBACK LINEREAR BUILDING SETBACKLOT LINESIDE YARD SETBACKROAD RIGHT-OF-WAYX,XXX SFLOT AREAMIN. CORNER LOT WIDTHN/AN/A85' @ FRONT SBKFBUFFERHOA1.26 ACGPONDING/WETLANDCITY6.47 ACHPONDING/WETLANDCITY6.76 ACIPARKCITY3.96 ACJWETLANDCITY5.31 ACTYPICAL VILLA LOT DETAIL25'50'/60'50'/60'95' 95'TYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDING PADLOT LINEROAD RIGHT-OF-WAYLOT AREA40'/50'40'/50'70' 70'21X,XXX SFTYPICAL TWINHOME LOT DETAIL41'41'83' 83'TYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDING PADLOT LINEROAD RIGHT-OF-WAYLOT AREA36'63'21X,XXX SF21X,XXX SF41'41'36'63' 63'36'36'25'MIN. CORNER LOT AREA10,200 SFN/AN/ACEDAR/200TH/202NDN/A50'50' PARK DEDICATION (OUTLOT H): 3.96 AC (OUTLOT A, B, D, E, G, H, J, K, LESS WETLANDS) ADJUSTED NET DENSITY (368 UNITS / 109.97 AC) ±3.35 UN/AC (NET ADDITIONAL OPEN SPACE)KPONDING/WETLANDCITY1.63 AC· RM OPEN SPACE CALCULATION: 71.65 AC 10% GROSS AREA REQUIRED:7.16 AC PROVIDED OPEN SPACE:19.84 AC (28%) (COMMON LOTS, BLOCKS 1-10) 32B-B60R/W32B-B60R/W60R/W32B-B60R/W32B-B60R/W32B-B 60R/W 32B-B 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' S I D EW A L K 5' SIDEWALK 5' S I D EW A L K5' SIDEWALK5' SIDEWALK50R/W83R/W33R/W50R/W83R/W33R/W8' TRAIL8' TRAIL8' TRAIL8' TRAIL40F-F40F-F170R/W190R/W170R/WEDGE OF WETLAND17' WETLAND BUFFEREDGE OF WETLAND17' WETLAND BUFFERWETLAND FILL(3,640 SF)30SBK50SBK 50SBK50SBK 50SBK50SBK50SBK50SBK 50SBK 50SBK 50SBK 30SBK30SBKPONDPONDPONDPONDPONDNWLNWLNWLNWLNWL25SBKPRIVATE PARK40.0R60.0R46.0 10' BITUMINOUS TRAIL 50.050.010' BITUMINOUS TRAIL2 0S B K 45.049.980R/W 38B-B 80R/W80R/ W 38B-B 3 8 B - B 80R/WR 4 6 . 0R60.060R/W32B-B60R/W50F-F40F-F22F-F811 812 813 814 815 816165166265266 2423222120191817161514131211 1098765432154555657123456789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*151413121110987654321345678161718191234124512456789101174.3070.35 70.35 70.5070.5070.7571.0371.0370.4571.0571 .23 7 0 . 9 4 82.0784.4873.0070.8373.0045 4649505153123 456789 101112 13141516272625242322171*2*4*5*6*7*910111213141516 17181125346778910101011121718STREET 2STREET 2STREET 2 STREET 3S T R E E T 3 STREET 4STREET 4 OUTLOT AOUTLOT BOUTLOT DOUTLOT FSTREET 6 ST R E E T 7STREET 5STREET 8S T R E E T 8 STREET 10 S T R E E T 9 STREET 9 STREET 1STREET 1 STREET 13STREET 14STREET 11STREET 17STREET 19202ND STREET W202ND STREET W200TH STREET W200TH STREET W70.42 70.8170.3570.3570.3585.83C.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT K161921*20*22*27*23*25*24*26*28*29*3*2*1*OUTLOT E2120191817 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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 STOTUG TUG 100R/W100B-B40F-F100B-B8' TRAIL8' TRAIL8' TRAIL8' TRAIL165R/W165R/W175R/WR60R46R60 R46R60R46R60R46R60R4660R/W 60R/W32B-B32B-B60R/W60R/W32B-B6 6 R /W 3 8 B - B 38B-B66R/W32B-B60R/W5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' S I D EW A L K 5' SIDEWALK5' SIDEWALK5' SID E W A L K 80R/W 60R/W60R/W TW=998.0BW=998.0TW=1002.0BW=996.5TW=1007.0BW=996.5TW=997.0BW=997.0TW=1001.0BW=996.5PONDPONDPONDPONDNWLNWLEDGE OFWETLANDEDGE OFWETLAND25' AVGWETLANDBUFFEREDGE OF WETLAND17' WETLAND BUFFEREDGE OFWETLAND17' WETLANDBUFFERWETLANDFILL(6,826 SF)WETLAND FILL(841 SF)WETLAND FILL(4,733 SF)20'WETLANDSETBACK25' AVGWETLANDBUFFERPONDPOND50F-F40F-F22F-F806 807 808 809 810 811 812 813 814 815165166265266 55565723*24*15141312111098765432112345678123456789101112131415161718192021222324252612345678910111213141516171819202122232425262728293031321234567891011 121314151234567891011121314151617123412345123456789101112131415161718192021222324252627282974.3086.30 70.35 70.3570.3570.3570.3570.3585.0072.5072.5073.02 70.2073.0270.2370.5070.5085.0088.0072.0072.0073.7573.7570.8972.0072.0072.0087.4585.9170.5670.5670.5670.3570.3570.5070.50 70.50 70.50 70.35 70.35 70.35 70.35 70.5 0 7 0 . 5 0 70.5070.5070.5070.5073.79 70.35 70.35 70.35 70.35 70.59 70.65 70.6570.6570.6570.65 70.65 71.0071.2970.40 70.35 85.91 70.5072.4272.42 7 0 .5 0 8 4 .7 3 81 .86 8 7 . 0 1 7 2 . 0 0 72.0072.0072.0972.0972.0986.0088.5072.0071.0071.0071.0071.0071.0070.25 70.2570.1870.5170.5170.3570.2570.2570.2570.2585.827 1 . 0 0 71.0071.0070.547 0 . 5 4 70.54 70.5470.7571.0371.0370.4571.0571 .23 7 0 . 9 4 82.0785.8584.4873.0070.8373.0072.6370.50410111213131414141515161617181818STREET 4 OUTLOT FOUTLOT GOUTLOT HOUTLOT IOUTLOT JSTREET 5STREET 13STREET 13STREET 14STREET 15STREET 16STREET 12STREET 12 STREET 12 STREET 18S T R E E T 1 8 STREE T 1 1 STREET 11STREET 11STREET 17STREET 19202ND STREET W202ND STREET W70.42 70.8174.5674.5670.3570.3570.3585.83OUTLOT KC.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET W205T H S T R E E T W 16OUTLOT E17 18201972.50 72.50 70.2532 31303,403 sf 3,403 sf 3,403 sf 3,403 sf 5,700 sf5,700 sf3,403 sf 3,403 sf 3,403 sf 3,403 sf 3,403 sf 3,403 sf 3,403 sf3,403 sf 3,403 sf 3,403 sf 3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf 4,750 sf4,750 sf4,750 sf11,906 sf11,405 sf14,238 sf10,926 sf15,036 sf11,357 sf15,645 sf12,547 sf12,620 sf14,182 sf13,638 sf11,505 sf13,607 sf21,084 sf14,527 sf12,431 sf15,529 sf14,412 sf14,052 sf9,887 sf17,697 sf11,933 sf11,189 sf13,012 sf10,961 sf10,782 sf13,342 sf16,601 sf13,866 sf11,626 sf12,518 sf10,499 sf12,808 sf10,371 sf10,371 sf10,225 sf10,225 sf10,214 sf11,477 sf9,848 sf11,257 sf9,206 sf9,554 sf9,554 sf9,554 sf13,388 sf9,771 sf9,771 sf9,771 sf12,696 sf12,104 sf9,756 sf11,158 sf9,978 sf9,776 sf11,654 sf13,129 sf10,655 sf17,819 sf16,420 sf10,407 sf9,868 sf12,281 sf10,309 sf16,918 sf10,458 sf9,305 sf9,044 sf9,796 sf10,360 sf12,587 sf10,635 sf11,563 sf11,187 sf11,109 sf10,903 sf10,866 sf10,028 sf9,984 sf9,940 sf9,896 sf10,020 sf15,132 sf14,454 sf9,565 sf12,159 sf11,025 sf11,407 sf10,448 sf10,912 sf9,849 sf9,849 sf9,849 sf10,524 sf9,849 sf13,154 sf11,504 sf9,864 sf10,335 sf11,716 sf66,981 sf16,563 sf12,021 sf14,437 sf19,408 sf17,021 sf15,606 sf16,493 sf13,102 sf55,048 sf12,210 sf12,830 sf13,200 sf15,674 sf17,104 sf10,764 sf10,809 sf11,264 sf13,990 sf13,758 sf14,044 sf10,627 sf10,489 sf70,926 sf18,551 sf19,058 sf24,568 sf281,931 sf24,125 sf19,001 sf17,313 sf230,944 sf316,859 sf41 41 83 41 41 83 83 41 41 8341 41 83 83 606095 609560 95 609541 41 83 41 41 83 839550 41 41 8341 41 83 83 41 41 8341 41 83 83 41 418341 418383 41 41 8341 41 83 83 41 418341 418383 41 418341 418383 414183414183 83 138509550 9550 9513281509550277048165707022173431616271815947707970852115650741222265707098183856316613623164166237177713571103119501771844164220188159703736474949493413539408040401351501111811528512477449494728151169135139301354039932411855201 5272591 3 3 1261717271827111071181 4 1136363 636468 1161 6 1 6 665827213694 1 4 3 12855230 159 105108139132 481339 0 7 1 5 6 8 3146 65291705 3 14 8 14053 8 4 1434 9 9 1 38614 7 47 453114692 61528030156 1601 1 0 4 7 17 534747 23 5 7 1913 03752 3847 63 13513039 5176152107 41 1414 3 7035225 1 149 36 4 6 1631071185 1 1 631565564 66 66 6 6 666767231 3 6 871361 3 6 8713686 61 47 13613686 13686 864 5 1 3 2 5 13 1 708586707070704613 6 761 3 1 70707013 6 1 3 6 170 1924271717114713 8 13 8 1 3 817 63635133 27749690143 1 2 5 112712913 8 1 4 4 1419310413077721 4 5 24 15 1 7358156 144 431 7 0 2316949468141122816868461341458118328197070231427763 874387 350 13914964 117107113 1081081081081 0 8 67 13951 12814048 1444514 746 14147 1384827707070705870 70 70 70 14314214214114068 172288923 2085 135496767314488769 70 70 70 70 81 17 14315454 6972 14170 70 70 70 19 14014014014073 70 62 425786 70 15 8013914270 80901159145 63217312346137 1831 15139117968813985155 6163293819158 180 249342 101 2134 5 6 5 17180776437373135 204 176 4310618631 6616643691637070708515317194747476519815315624521644783124376100727269167557113530727282145149152147 176 38614312029508432311891722041241841601604051094123 878 133 254 5 100148282 115716568655 72 494210939766674 447109 16534 2639 2926 212512,858 sf10,489 sf9,787 sf461347913296 711374112331294,505 sf60 13457 10,295 sf6014358 67 12870.5070.5012,820 sf9,788 sf70.5017,206 sf11,393 sf10,797 sf83,230 sf50 716140956060 9560173,132 sf12,987 sf12,575 sf910,225 sf9,236 sfN:\0022951.00\DWG\CIVIL\PRELIM\0022951PPP03.DWG 455PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY PLATPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP02/17/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100'200'300'1" = 100'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 10501050105 0 104210441046 10 4 8 104010401040104010401040 1 0 5 0 105010501050 10341034103410341034 1036 103610361036 10381038103810381 0 3 8 10381038 1042104210421042104210421042 1042 10441044104410441044 10441046104610461046 1046104 8 1048104810481048 1030103010301030 1028102810281028 ExistingWetland H0.08 Ac24232221201918171615 14131211 1098765432112345645 464950123 456 78910111213141516272625242322171*2*4*1234567891011121314 1+00.00 1 2345678910 1+00.0010+35.59 7 8 8+88.41125STREET 2STREET 2STREET 2 STREET 3S T R E E T 3 STREET 4 OUTLOT ASTREET 6 STREET 1200TH STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)27*28*29*3*2*1*1+00.00123 456 7 101112131415 16 16+30.60212019183*262528273029314243444748OUTLOT C1+00.001 58281241811SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF POND N2PBOTTOM=1014.0NWL=1019.510-YR HWL=1021.8100-YR HWL=1023.91038103610341032 E.O.F.24.60E.O.F.30.9E.O.F.38.0E.O.F.46.7E.O.F.30.910381042 104410461 0 4 6 1052 10481048104810481048 1 0 5 0 10501052105210521054105210541056105610561056 1042 10441042104210401038103810361042 1036 103210321030 103210321028102810401024102610261046104610481048104610481050 1 0 2 4 10241022 102010201046 104210421040 10441016101410161014inv-1019x 30.4x 1040.9-lp x 1025.0 xx 1025.0 xx 1041.5EOF x 1 0 4 0 . 0 EO F x 1039.0EOFx 1 0 3 9 . 2 - l p x 1 0 3 7 . 0 - l p x 1 0 4 6 . 7 x 41.8x 40.2x 37.4x 34.4x 31.5x 28.4x 40.6x 37.0x 52.3x 52.3x 57.0x 46.8x 44.42.93%3.82%3.82%3.52%4.83%1.00%4.05%4.05%5.00% 4.44%4.44%0.93%3.26%3. 2 6 % 2.00% 0.67% 0. 6 7 %CL-CL1029.42CL-CL1037.45CL-CL1043.61CL-CL1053.13CL-CL1056.43CL-CL1042.67LP???HP1056.42HP1045.52x 38.8x 56.31040 10381036103610321040103 0103410521046 1018101880021044.99CCCP 2000 BEEP IN HOLE LOTS OF CARSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGGASGASGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGST-27ST-28EX. 30" CULVERTIE =1018.97EX. 30" CULVERTIE =1016.93SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF POND N2PBOTTOM=1014.0NWL=1019.510-YR HWL=1021.8100-YR HWL=1023.91038103610341032 E.O.F.24.60E.O.F.30.9E.O.F.38.0E.O.F.46.7E.O.F.30.910381042 104410461 0 4 6 1052 10481048104810481048 1 0 5 0 10501052105210521054105210541056105610561056 1042 10441042104210401038103810361042 1036 103210321030 103210321028102810401024102610261046104610481048104610481050 1 0 2 4 10241022 102010201046 104210421040 10441016101410161014inv-1019x 30.4x 1040.9-lp x 1025.0 xx 1025.0 xx 1041.5EOF x 1 0 4 0 . 0 EO F x 1039.0EOFx 1 0 3 9 . 2 - l p x 1 0 3 7 . 0 - l p x 1 0 4 6 . 7 x 41.8x 40.2x 37.4x 34.4x 31.5x 28.4x 40.6x 37.0x 52.3x 52.3x 57.0x 46.8x 44.42.93%3.82%3.82%3.52%4.83%1.00%4.05%4.05%5.00% 4.44%4.44%0.93%3.26%3. 2 6 % 2.00% 0.67% 0. 6 7 %CL-CL1029.42CL-CL1037.45CL-CL1043.61CL-CL1053.13CL-CL1056.43CL-CL1042.67LP???HP1056.42HP1045.52x 38.8x 56.31040 10381036103610321040103 0103410521046 10181018SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)EROSION CONTROLBLANKET (TYP)32B-B60ROW32B-B60ROW80RO W 38 B-B60ROW32B-B60ROW32B-B60ROW32B-B60ROW32B-BWETLAND FILL3,639 SFROCK CONSTRUCTIONENTRANCE (TYP.)N:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP02.DWG 457PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL 10501050105 0 104210441046 10 4 8 1040104010401040104010501050 103410341034 1036103610361036 1 0 3 8 1 0 3 8 10381038103810421 0 4 2 10421042104210441044 10441044104410441046104610461 0 4 6 1 0 4 6 1 0 4 6 10 4 6 10481048102010201020 1030 103010181018102210221024102410261026102810281028ExistingWetland D0.06 Ac245455565715141312111098765432145 46495051531*2*4*5*6*7*91011121314151617181011021031041051061071081091101111121131112131415161717+45.78234567891010+35.59 1 2 3 4 5 6 7 8 8+88.41234567899+51.04 1+00.00 1 153411STREET 2 STREET 3S T R E E T 3 STREET 4STREET 4 OUTLOT FSTREET 6 STREET 5STREET 1202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT K161921*20*22*27*23*25*24*26*28*29*3*2*1*1+00.00123 456 7 87 8 9103*82625282730293231343335363738394042414344474852OUTLOT C1+00.001213043,403 sf 3,403 sf 3,403 sf 3,403 sf 3,403 sf 3,403 sf 8SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND N1PBOTTOM=1006.0NWL=1014.010-YR HWL=1015.9100-YR HWL=1017.7TW=1022.0BW=1022.0TW=1026.0BW=1022.0TW=1028.0BW=1023.0TW=1024.0BW=1024.01038103610341032E.O.F.18.60E.O.F.29.3E.O.F.25.0E.O.F.23.0STABILIZE WITH RIPRAP1022102010221024102610281026 102810301028 1030 103210321032 1032 10341034103410361034103 6 1030103610341036 10381038 104010401042 10441040104410461 0 4 6 1052 1048104810481048 1 0 5 0 10521052 10541054 1056105610561056 1046 10421042 1042 104 210321030 1044103810441046101410161018101810181018101610161016101410141012101210101008101010061006 1026103210361040104410481046104010381034 1038 1038104010481046 1042104210441040 10441046x 1040.9-lpx 1028.7-lpx 1019.0 xx 1019.0 xx 1019.0 x x 1019.0 x x 1029.5 x 1041.5EOFEOF x 1036.7EOFx 1037.3EOFx 1 0 3 3 . 6 EO F x 1 0 4 0 . 0 EO F x 1039.0EOFx 1 0 3 6 . 3 x 1 0 3 7 . 3 x 1 0 3 5 . 3 - l p x 1 0 3 5 . 3 - l p x 1 0 3 0 . 4 - l p x 1 0 3 9 . 2 - l p x 1 0 3 7 . 0 - l p x 1 0 3 8 . 4 - h p x 1 0 3 7 . 1 x 1 0 3 6 . 3 x 1 0 4 6 . 7 x 32.6x 28.2x 26.3x 27.3x 24.1x 26.3x 21.5x 1040.7EOF x 41.2x 41.2x 41.2x 25.7x 28.2x 46.8x 44.4x 41.82.93%2.76%2.51%5.00%5.00% 4.44%4.44%4.44%4.44%3.98%4.00%3.98%0.93%3.26%3. 2 6 % 2.00% 0.67%0.67%0. 6 7 %CL-CL1043.61CL-CL1053.13CL-CL1056.43CL-CL1028.13CL-CL1042.67LP1039.47HP1045.36HP1047.08HP1056.42HP1045.52x 56.31040103810421046104 0 10 4 6 10381036104610421040 104010241026102810321032103210141016101810201018 1016 1014100810121014STOGASTUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGAS GASGAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASFO FO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOPUGPUGPUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGST-30ST-29166266SF-2.50%10301026102810301032CL-CL1021.85HP1032.582.00%2.22%2.22%2.22%1.05%E.O.F.18.20102010121014101610181020 1 0 2 2 1 0 2 4 10 2 6 1 0 2 8 1 0 3 210321030102810261024101810161014101410161012 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND N1PBOTTOM=1006.0NWL=1014.010-YR HWL=1015.9100-YR HWL=1017.7TW=1022.0BW=1022.0TW=1026.0BW=1022.0TW=1028.0BW=1023.0TW=1024.0BW=1024.01038103610341032E.O.F.18.60E.O.F.29.3E.O.F.25.0E.O.F.23.0STABILIZE WITH RIPRAP1022102010221024102610281026 102810301028 1030 103210321032 1032 10341034103410361034103 6 1030103610341036 10381038 104010401042 10441040104410461 0 4 6 1052 1048104810481048 1 0 5 0 10521052 10541054 1056105610561056 1046 10421042 1042 104 210321030 1044103810441046101410161018101810181018101610161016101410141012101210101008101010061006 1026103210361040104410481046104010381034 1038 1038104010481046 1042104210441040 10441046x 1040.9-lpx 1028.7-lpx 1019.0 xx 1019.0 xx 1019.0 x x 1019.0 x x 1029.5 x 1041.5EOFEOF x 1036.7EOFx 1037.3EOFx 1 0 3 3 . 6 EO F x 1 0 4 0 . 0 EO F x 1039.0EOFx 1 0 3 6 . 3 x 1 0 3 7 . 3 x 1 0 3 5 . 3 - l p x 1 0 3 5 . 3 - l p x 1 0 3 0 . 4 - l p x 1 0 3 9 . 2 - l p x 1 0 3 7 . 0 - l p x 1 0 3 8 . 4 - h p x 1 0 3 7 . 1 x 1 0 3 6 . 3 x 1 0 4 6 . 7 x 32.6x 28.2x 26.3x 27.3x 24.1x 26.3x 21.5x 1040.7EOF x 41.2x 41.2x 41.2x 25.7x 28.2x 46.8x 44.4x 41.82.93%2.76%2.51%5.00%5.00% 4.44%4.44%4.44%4.44%3.98%4.00%3.98%0.93%3.26%3. 2 6 % 2.00% 0.67%0.67%0. 6 7 %CL-CL1043.61CL-CL1053.13CL-CL1056.43CL-CL1028.13CL-CL1042.67LP1039.47HP1045.36HP1047.08HP1056.42HP1045.52x 56.31040103810421046104 0 10 4 6 10381036104610421040 104010241026102810321032103210141016101810201018 1016 1014100810121014 SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)EROSION CONTROLBLANKET (TYP)32B-B60ROW60ROW32B-B60ROW32B-B60ROW32B-B60ROW32B-B60ROW32B-B60ROW32B-B100ROWWETLAND FILL122 SF1 1+00.00N:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP03.DWG 458PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL ExistingWetland G0.32 Ac10401 0 3 4 1 0 3 6 1038104210341034103410361036 10381038 1 0 3 0 1030103010301030102810281028 102810286789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*17*123456789101 1 1 2 131+00.00 13+84.41 1 2 3 4 56789 1 0 11121+00.0012+19.03 67789OUTLOT AOUTLOT BSTREET 7STREET 8S T R E E T 8 STREET 10 S T R E E T 9 STREET 9 200TH STREET W123 488+12.37 8 91024*25262728*1+00.001 2 3 4 5 6 788+37.53122942829SFSFSFSFSFS F SF SF SFSFSFSFSF S FSFSFSFSFSFSFSF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFS F SFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFPOND N2PBOTTOM=1014.0NWL=1019.510-YR HWL=1021.8100-YR HWL=1023.9POND N3PBOTTOM=998.0NWL=1007.010-YR HWL=1009.1100-YR HWL=1011.1WETLAND GOUTLET EL=1003.9510-YR HWL=1006.3100-YR HWL=1007.7E.O.F.24.60E.O.F.12.50E.O.F.29.8E.O.F.37.010441032 103210281028 102810301030 1028104210401040 1040104010381038103610381 0 3 810401042 10 3 6 1034 10341 0 3 41034 1 0 3 4 1034103010 3 0 10301036 1030 1 0 3 01032 1032103410241 0 2 4 1026 10241028 102610261026 10221022 1 0 2 21024 1020 1020102010241018102010181018 10161 0 1 610161020 1014101410141014 1032 1012101210121010 1010 1010 10081008 100 8 1006100610061004100410021002 1000 9989981008 10121 0 1 2 1024 1024 1024102210221020 10201042101410161016 1014 EOFx 1028.6EO F x 1 0 1 0 . 5 x 10 1 4 . 0 x 1016.0 x 1025.0 xx 1025.0 xx 1013.0 x x 1013.0 xx 1013.0 xx 41.8 EO F x 10 2 8 . 6 EOFx 1030.8 E O F x 1 0 3 0 . 8 EOFx 1037.0x 1027 .0- lp x 1 0 2 6 . 5 - l p x 35.5x 34.5x 31.6x 31.0x 30.0x 29.6x 32.3x 20.9x 26.4x 23.2 EOFx 1029.5x 28.2x 20.24.00%4.00%2.93%1.15%1.68%2.70%2.70%0.95%0.95%0.95%2.85%2. 4 8 % 2 . 4 8%2.48%1.10%1.1 1%1.11%1 . 1 1%2.00%5.21%5.21%CL-CL1041.70CL-CL1042.67CL-CL1037.87CL-CL1027.45LP1028.91LP1036.25LP1026.68HP1045.36HP1042.21x 1013.0 xx 1013 .0 x 1018 1018101210061012101010141006 4,750 sf4,750 sf203 MAG/PK NAILLS#STO POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASST-31ST-32EX. 36" CULVERTIE =1003.95EX. 36" CULVERTIE =1002.56SFSFSFSFSFS F SF SF SFSFSFSFSF S FSFSFSFSFSFSFSF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFS F SFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFPOND N2PBOTTOM=1014.0NWL=1019.510-YR HWL=1021.8100-YR HWL=1023.9POND N3PBOTTOM=998.0NWL=1007.010-YR HWL=1009.1100-YR HWL=1011.1WETLAND GOUTLET EL=1003.9510-YR HWL=1006.3100-YR HWL=1007.7E.O.F.24.60E.O.F.12.50E.O.F.29.8E.O.F.37.010441032 103210281028 102810301030 1028104210401040 1040104010381038103610381 0 3 810401042 10 3 6 1034 10341 0 3 41034 1 0 3 4 1034103010 3 0 10301036 1030 1 0 3 01032 1032103410241 0 2 4 1026 10241028 102610261026 10221022 1 0 2 21024 1020 1020102010241018102010181018 10161 0 1 610161020 1014101410141014 1032 1012101210121010 1010 1010 10081008 100 8 1006100610061004100410021002 1000 9989981008 10121 0 1 2 1024 1024 1024102210221020 10201042101410161016 1014 EOFx 1028.6EO F x 1 0 1 0 . 5 x 10 1 4 . 0 x 1016.0 x 1025.0 xx 1025.0 xx 1013.0 x x 1013.0 xx 1013.0 xx 41.8 EO F x 10 2 8 . 6 EOFx 1030.8 E O F x 1 0 3 0 . 8 EOFx 1037.0x 1027 .0- lp x 1 0 2 6 . 5 - 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BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL ExistingWetland E1.35 AcEXISTING : 1 0 2 6 . 3 9 PROPOSE D : 1 0 2 6 . 2 0 EXISTI N G : 1 0 2 2 . 3 9 PROP O S E D : 1 0 2 2 . 2 0 EXISTING: 1018.39 PROPOSED: 1018.20 10401 0 3 4 1 0 3 6 1038104210401040103410341034103410361036 10361038103810381042104410441046 10 2 0 10201 0 2 010301030 1030 10301 0 3 0 103010301018101810221022 10 2 210241024 102 4102610261 0 2 6102810281028 1028102812*11*10913*14*15*131415161718192021221234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*1511578973.00113114115116117118119120121122123124125126126+33.59 12 1+00.00123456789101 1 1 2 131+00.00 13+84.41 1 2 31+00.0012 1+00.00791010101718OUTLOT DSTREET 8S T R E E T 8 STREET 9STREET 1STREET 11202ND STREET W0+00.00161920*OUTLOT E88+12.3701234567 8 910171820191+00.0012928 2598SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFS FSFSFSF SFSFSFSFSFSFSFSFS F S F S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFPOND N4PBOTTOM=1008.0NWL=1018.010-YR HWL=1020.0100-YR HWL=1021.5POND N5PBOTTOM=1010.0NWL=1020.010-YR HWL=1022.1100-YR HWL-1024.1E.O.F.22.50E.O.F.24.80E.O.F.37.0E.O.F.31.0103610441040104210341032 1042104410401040 104010401038103810361 0 3 6 1 0 3 8 10381 0 3 810401040104 2 1 0 4 21042 104210 3 6 10341034 10341 0 3 4103410381032103210321032 1 0 3 2 1032 1030 10301028102610261 0 2 6 1024102410241024102410241024 102210221022102210221022 10221018101810181020101610161020101410141014101210121024102410241022102210201020101810301 0 3 010301028 1 0 2 810281026 1 0 2 6102610241024 1 0 2 41022102210221022 1022 10 2 2 1 0 2 010201020 10201020 10201 0 1 6 10161 0 1 4 1014 1 0 1 210121022102210201 0 2 0 101810161016101610301042104010361046 101010181016101010101008x 1023.0 xx 1 0 2 3 . 0 x x 1023 .0 xx 1023.0 xx 1025.0 xx 1025.3 xx 1025.3 xx 1025.3 xx 1025.3 xx 1036.7EOFx 1035.3-lpx 1036.7EOF EO F x 10 2 8 . 6 EOFx 1030.8 E O F x 1 0 3 0 . 8 EOFx 1037.0x 1 0 2 6 . 5 - l p x 35.5x 34.5x 31.6x 32.3x 32.6x 28.6 EOFx 1029.5x 28.22.46%1.00%1.00%4.00%4.00%2.93%4.00%4.00%0.95%0.95%0.95%2.85%2. 4 8% 2 . 4 8%2.48%1.10%CL-CL1036.89CL-CL1041.70CL-CL1042.67CL-CL1037.87LP1035.78LP1036.25HP1045.36HP1038.11HP1042.21x 38.510321034103410361036103810361038 10401040103810421032 ST-32ST-33ST-30SF SF SF10301030103210341030102810261028103010281028102810301030102210321032103210301 0 3 0 1032103410 3 2 10 2 8 1026102410201030.001028.30CL-CL1032.50HP1033.152.00%E.O.F.21.20E.O.F.23.5E.O.F.25.30E.O.F.28.30LP1030.44HP1033.740.75%1.25%2.00%2.00%2.00%E.O.F.28.30E.O.F.26.50SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFS FSFSFSF SFSFSFSFSFSFSFSFS F S F S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFPOND N4PBOTTOM=1008.0NWL=1018.010-YR HWL=1020.0100-YR HWL=1021.5POND N5PBOTTOM=1010.0NWL=1020.010-YR HWL=1022.1100-YR HWL-1024.1E.O.F.22.50E.O.F.24.80E.O.F.37.0E.O.F.31.0103610441040104210341032 1042104410401040 104010401038103810361 0 3 6 1 0 3 8 10381 0 3 810401040104 2 1 0 4 21042 104210 3 6 10341034 10341 0 3 4103410381032103210321032 1 0 3 2 1032 1030 10301028102610261 0 2 6 1024102410241024102410241024 102210221022102210221022 10221018101810181020101610161020101410141014101210121024102410241022102210201020101810301 0 3 010301028 1 0 2 810281026 1 0 2 6102610241024 1 0 2 41022102210221022 1022 10 2 2 1 0 2 010201020 10201020 10201 0 1 6 10161 0 1 4 1014 1 0 1 210121022102210201 0 2 0 101810161016101610301042104010361046 101010181016101010101008x 1023.0 xx 1 0 2 3 . 0 x x 1023 .0 xx 1023.0 xx 1025.0 xx 1025.3 xx 1025.3 xx 1025.3 xx 1025.3 xx 1036.7EOFx 1035.3-lpx 1036.7EOF EO F x 10 2 8 . 6 EOFx 1030.8 E O F x 1 0 3 0 . 8 EOFx 1037.0x 1 0 2 6 . 5 - l p x 35.5x 34.5x 31.6x 32.3x 32.6x 28.6 EOFx 1029.5x 28.22.46%1.00%1.00%4.00%4.00%2.93%4.00%4.00%0.95%0.95%0.95%2.85%2. 4 8% 2 . 4 8%2.48%1.10%CL-CL1036.89CL-CL1041.70CL-CL1042.67CL-CL1037.87LP1035.78LP1036.25HP1045.36HP1038.11HP1042.21x 38.510321034103410361036103810361038 10401040103810421032 SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)EROSION CONTROLBLANKET (TYP)40B-B100ROW40B-B100ROW80ROW 38B-B 60ROW 32B-B 60ROW32B-B80ROW38B-B60ROW32B-B80ROW38B-B60ROW32B-B12 1+00.00\\WESTWOODPS.LOCAL\GFS\GLOBAL PROJECTS\0022951.00\DWG\CIVIL\PRELIM\0022951GDP05.DWG 4510PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL ST-30ST-34ST-35166266ExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcSFSFSF SFSFSFSFSFSFSFSF 100-YR HWL=1017.7E.O.F.29.3E.O.F.25.0E.O.F.23.0102210241030103210321030101410181016101010261032103610401044x 1019.0 xx 1019.0 xx 1019.0 x x 32.6x 28.2x 26.3x 27.3x 24.1x 26.3x 21.54.44%10241026102810321032103210141016101810201018100810121014 1040104010341034103610361 0 3 8 10381 0 4 2 104210441 0 4 6 10461 0 2 0 10201 0 3 0 1030 1 0 1 8 1018 10181 0 2 2 1022 10221 0 2 4 1024 10241 0 2 6 1 0 2 8 10289901000982984986988992994996998990 10001000984 986 988 992994 996 998571234567812345678910111213141516891011121314151617181920222324252627123451011021031041051061071081091101111121131141 2 123 4566+60. 0 0 123456 71+00.00 7+01.23 12345 1+00.00 5+63.61 7 8 9 10 11 12 13 1 4 15161741112131414STREET 4 OUTLOT FOUTLOT GOUTLOT HSTREET 13 STREET 13STREET 14STREET 15STRE E T 1 2 202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)21SFSFSF SFSFSFSFSFSFSFSF 100-YR HWL=1017.7E.O.F.29.3E.O.F.25.0E.O.F.23.0102210241030103210321030101410181016101010261032103610401044x 1019.0 xx 1019.0 xx 1019.0 x x 32.6x 28.2x 26.3x 27.3x 24.1x 26.3x 21.54.44%10241026102810321032103210141016101810201018100810121014STOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSF SF SF SF SF SF SF SF -2.50%E.O.F.12.70BOTTOM=973.010 YR HWL=985.0100 YR HWL=986.6POND S1PNWL=983.0WETLAND BOUTLET EL=986.810 YR HWL=988.6100 YR HWL=990.3WETLAND AOUTLET EL=968.710 YR HWL=970.7100 YR HWL=972.31026103010201018101610141012101210101008100610001006100810101010998996994992990988100010009989969969949929909889869849839909889869849839829809789829809789889869849839829809789989909889869849829849829809769789789909929949969961000100010001002100410041004 10061006100610081008 1008100810081012 1010 10101010 10101012 101210141014 101410141016101610181018 1018101810201020 102 0 1020102010221022 1022102210221022 1024 1024 10 2 4 1024 1 0 2 4 10241024 1026 1026 1026102610261026 1026102 81028 1028102810281028 10281028103010301 0 3 0 1030 10301020 101 6 1014 10 1 2 1012 101410121012101210141008100610021012996992986988984982986980976978988980984978 1020 1020103210041020101610041006CL-CL1011.10CL-CL1019.39CL-CL1021.85CL-CL1024.80LP1011.75HP1019.910.75%3.09%2.15%2.10%LP1002.433.10%3.25%2.36%2.06%HP1029.993.65% 5.50 % 1.60 % 1.10 % 1 . 1 0%2.00%E.O.F.27.00E.O.F.21.40E.O.F.07.10E.O.F.03.4HP1032.582.00%2.22%2.22%2.22%LP1019.371.05%1.80%1.80%E.O.F.87.50E.O.F.18.201013.20973 974976 978973974976 102010121010 1012101 0 10121014101610181020 1 0 2 2 1 0 2 4 10 2 6 1 0 2 8 1 0 3 210321030102810261024101810161014101410161012101010081006100410021000 SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)100ROW40B-B100ROW60ROW 60ROW32B-B 32B-B60ROWEROSION CONTROLBLANKET (TYP)C.S.A.H.NO. 23 (CEDAR AVENUE)WETLAND FILL6,826 SFCOUNTYWETLAND FILL1,871 SF32B-B 60ROW 32B-B COUNTYWETLAND FILL95 SFCB-682AFES-468CBMH-469CBMH-102BCBMH-102CCBMH-102DCBMH-102ECBMH-102FN:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP06.DWG 4511PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL 980990978982984986988992994996980990 990990990100010001000978978 982 982984 984984986 986986988 9889 8 8 988992992992 992992 994992994994994 996996996996 996998998998ExistingWetland B4.12 AcWetland A2.41 Ac78911121314151617181920212223242526123456789101125262728293012345 1+00.00 5+63.61 123451+00.00 5+95.10 1 2 34567 8 9 1+00.00131414OUTLOT GOUTLOT HSTREET 15STREET 16STREET 12C.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET WSTOSTOPUGPUG PUG PUG PUG PUG PUGPUGPUG PUG PUG PUG PUGPUGPUG PUG PUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSAN SAN SAN WAT WAT WAT TUG TUG TUG TUGTUGTUGTUGFOFOFO TUGTUGTUGTUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG TUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTOSTOXSTOSTOSTOSTOST-37ST-36806 807 808 SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFBOTTOM=973.010 YR HWL=985.0100 YR HWL=986.6POND S1PNWL=983.0POND S2PNWL=974.5BOTTOM=965.010 YR HWL=976.5100 YR HWL=978.0POND S3PNWL=991.7BOTTOM=986.010 YR HWL=992.7100 YR HWL=995.8WETLAND AOUTLET EL=968.710 YR HWL=970.7100 YR HWL=972.3WETLAND BOUTLET EL=986.810 YR HWL=988.6100 YR HWL=990.3WETLAND BOUTLET EL=986.810 YR HWL=988.6100 YR HWL=990.3WETLAND AOUTLET EL=968.710 YR HWL=970.7100 YR HWL=972.3988992990988986984983988986984983982980978982980978982984986988986984983982980978990988986984982984980982978980976974972970968966978978976974974976978978974976976972978976974978976978978976974972970978976974972970968966965986 98 8 990 990990990992992992 992992994996994994 996996996 1000 10001000100010021004 10041004 1006100610081008 100810081012 1010 10101010 1012 101410141016101810201020 1022 101410121010 100 8 1008 988 984982986980 976978 988988988 988986986 980984982980980978976976978978 974976972972972 9701004 1002 1000992988 988986 996 994 99810041006CL-CL995.82CL-CL1011.10LP1002.433.10%3.25%2.36%2.06%2.00%3.45%2.80%3.08%LP986.732.01%5.18%5.18%4.59%2.63%3.65% 5.50 %E.O.F.996.7E.O.F.03.4E.O.F.87.80E.O.F.78.20E.O.F.87.50E.O.F.88.301013.2097.8693.6893.8394.3487.1187.11SFSFSF SF SF SFSFSF986988990992992994996996 996 994 992 986998973 974976 978973974976 1012101010061004100010061006101 0996.00TW=998.0BW=998.0TW=1002.0BW=996.5TW=1007.0BW=996.5TW=997.0BW=997.0TW=1001.0BW=996.5SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)165ROW175ROW32B-B80ROW 60ROW60ROW 32B-B 60ROW 32B-B EROSION CONTROLBLANKET (TYP)EX. 2-36" FES'SIE=968.7EX. 36" FESIE=969.5EX. 2-CBMH'SRE=986.8IE =984.5ROCK CONSTRUCTIONENTRANCE (TYP.)32B-B60ROWN:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP07.DWG 4512PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL 10401040104010341034103610361038104210421044104410461030102410261028 1020 10201020 10 2 010201 0 3 0 10301030103010 1 8 1018 1018101810181 0 2 2 1022102210221024 102410241024102610261026102610 2 8 102810281028100 0 1000998 1920212223242526274567123456789101112131415161712341234567891011121314151617181920212223242526113114115116117118119120121122123124125126126+33.59 1 2341+00.004+45.15123459 1+00.00 9+91.301 2 3 4567891+00.009+18. 8 8 1234 56789101+00.00161718192021222324 101415161617181818OUTLOT JSTREET 12 STREET 18STREET 11STREET 11STREET 17STREET 19202ND STREET W0+00.00OUTLOT E0 1259SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFE.O.F.31.01034103210321030102810261026102410241024102410221022102210221018101810161014102410241022102010181030x 1025.3 xx 1025.3 xx 32.6x 28.610321034103410361036103610381032ST-30ST-38ST-39ST-41SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFS F S F SFSFSFSFSFSFSFSF SFSF SF SF SF SF SF SF SF SF SF SF1030103010321034103010281026102810301022102210221024102410241024102610261028102810281028102810301030103010301024102610261 0 3 0 102010201020102010201022 1020102 2 1024 10201018 10181 0 1 8 101 8 1026101610161016 1 0 1 6 1014 1014 1014101210121022 10221022102210221024102410241024 1012101210101008100610161016101 81018 10281022103210321032 10301 0 3 0 10321034103210281026102410 2 010201016103010321026102410201018 1016 101410261026103010301033.401030.001028.30CL-CL1024.52CL-CL1018.70CL-CL1031.44CL-CL1027.87CL-CL1015.42CL-CL1032.502.00%2.00%2.00%3.45%2.01%2.01%2.00%3.66%4.15%1. 0 0 %HP1024.56HP1033.151.75%2.00%1.75%3.30%3.30%2.00%LP1024.620. 7 5 % 0. 7 5 %0.75%2.02%2.01%2.07%E.O.F.25.60E.O.F.21.20E.O.F.23.5E.O.F.25.30E.O.F.28.30E.O.F.27.00E.O.F.16.70E.O.F.14.50E.O.F.14.501032.58LP1030.44HP1033.740.75%1.25%2.00%2.00%2.00%1017.301016.501015.60E.O.F.28.30E.O.F.26.50SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFE.O.F.31.01034103210321030102810261026102410241024102410221022102210221018101810161014102410241022102010181030x 1025.3 xx 1025.3 xx 32.6x 28.610321034103410361036103610381032 SILT FENCE (TYP)INLET SEDIMENTCONTROL (TYP)40B-B100ROW60ROW32B-B6 6 ROW 38B-B32B-B60ROWEROSION CONTROLBLANKET (TYP)32B-B60ROWN:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP08.DWG 4513PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL CHECKS/BIOROLLSSILT FENCEWETLANDEXISTINGSTORM SEWERINDEX CONTOUR982SPOT ELEVATIONPROPERTY LINESOIL BORING LOCATIONTREE LINEINTERVAL CONTOUR980SB-19900.00INLET PROTECTIONWETLAND BUFFERWETLAND FILL 10201018102210221022102410261028 1020102010 1 81018990990100010001 0 0 0 10 0 0 100 0988992992 9 9 29949949949949969969 9 6 996996996 998998 998998998ExistingWetland C1.55 AcExistingWetland F0.26 AcEX IST ING : 986 .24PROPOSED : 986 .21 EX IST ING : 990 .24PROPOSED : 990 .21 EX IST ING : 996 .24PROPOSED : 996 .21 EX IST ING : 1002 .24PROPOSED : 1002 .2125262728293031321234567891011 12131415891011121324252627282945678 9 9+91.30910111213 14 1515+76.7823242526272828+17.031415151618OUTLOT IOUTLOT JSTREET 12 STREET 18S T R E E T 1 8 STRE E T 1 1 205T H S T R E E T W 32313010,489 sf12,820 sf9,788 sf17,206 sfX3\8 IRON PIPELS#3\8 IRON PIPELS#GASGASGASGASGASWAT WAT WAT WAT WAT SAN SAN SAN SAN SANWA TWA T ST-41ST-40APPROXIMATE EXISTINGPLAYGROUND LOCATIONSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF S F SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFPOND S3PNWL=991.7BOTTOM=986.010 YR HWL=992.7100 YR HWL=995.81002.0 997.0 LO 998.6 993.6 LO 995.6 990.6 LO 98 8 990 992 996992994 998 1000 998 10201020 10 2 0 102010181018 1 0 1 8 101 8 10161016101610161016 10161 0 1 6 1014 101 4 1014 101210121012101210101010101010081008100810081008100610061006 10141014102210221024 1024 102410121012101210101010101010 0 8 1008100810061 0 0 4 10061 0 0 4 10021002998996994100410021000994992988986 998100410061018 1016 1014101 21005.901006.601006.60CL-CL1015.42LP1005.623.45%2.33%1.73%1.97%4.15%1. 0 0 %HP1024.56LP1013.202.00%5.25%5.25% 0.60%E.O.F.14.50E.O.F.14.50E.O.F.14.50E.O.F.06.60E.O.F.06.60E.O.F.12.30E.O.F.95.401017.301016.501015.60SFSF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF992 994 99 4 99 6 998 996 998996 998 1000 100210041006100810101 0 0 0 1 0 0 6 996 998998 1000100 2 1004994 100210041006100810109889861000988986 986988990992994996990996996992986986990992994996998 10029981000100210041006988998998 998 990 1000990984.509869859 8 4SILT FENCE (TYP)INLET SEDIMENT CONTROL (TYP)60ROW32B-B38B-B66ROWEROSION CONTROLBLANKET (TYP)WETLAND FILL4,790 SFWETLANDPROPOSED 100 YR HWL=994.9ROCK CONSTRUCTIONENTRANCE (TYP.)32B-B60ROWN:\0022951.00\DWG\CIVIL\PRELIM\0022951GDP09.DWG 4514PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 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 MINNESOTASTORM SEWERINDEX CONTOURSPOT ELEVATION900.00CL-CL ELEVATIONPOND NORMAL WATER LEVELPROPOSEDGRADING AND EROSIONCONTROL LEGENDPROPERTY LINE982980TOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONTREE LINEINTERVAL CONTOURPROPOSED GRADE0.00%TW=XXX.XXBW=XXX.XXE.O.F.HIGH/LOW POINTHP/LP900.00CL-CL900.00ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEROSION CONTROL 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AcExistingWetland G0.32 AcExistingWetland E1.35 AcExistingWetland C1.55 AcExistingWetland F0.26 AcExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcExistingWetland D0.06 AcExistingWetland GExistingWetland HExistingWetland EExistingWetland CExistingWetland FExistingWetland BExistingWetland AExistingWetland DExistingWetland D0.08 Ac0.32 Ac1.35 Ac1.55 Ac0.26 Ac4.12 Ac2.41 Ac0.06 Ac0.06 AcImpact Amount=0.240 Acres (10,476 Sf)County's Intersection ImprovementImpact Amount (by others)0.045 Acres (1,966 Sf)Impact Amount=0.110 Acres (4,791 Sf)Impact Amount=0.084 Acres (3,639 Sf)Wetland DImpact Amount=0.022 Acres (980 Sf)N:\0022951.00\DWG\CIVIL\PRELIM\0022951WTP01.DWG 4515PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSWETLAND IMPACTEXHIBITPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'150'300'450'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTA982980STORM SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980LEGEND1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING 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 DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 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 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESWETLAND LINEWETLAND FILLWETLAND BUFFER150' ExistingWetland H0.08 AcExistingWetland G0.32 AcExistingWetland E1.35 AcExistingWetland D0.06 AcExistingWetland D0.06 Ac24232221201918171615 14131211 1098765432154555657123456789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*15141312111098765432134567812341514567891074.30 84.4870.8373.0045 4649505153123 4 56 789 10111213141516272625242322171*2*4*5*6*7*910111213141516 1718100101102103104105106107108109110111112113114115116117118119120121122123124125126126+33.59 1234567891011121314151617 1+00.0017+45.781 2345678910 1+00.0010+35.59123456788+88.41123456789 1+00.009+51.04 123456789101 1 1 2 131+00.00 13+84.41 1 2 3 4 56789 1 0 11121+00.0012+19.03 12 12 1+00.0014 1516171125346778910101011121718STREET 2STREET 2STREET 2 STREET 3STREET 3STREET 4STREET 4 OUTLOT AOUTLOT BOUTLOT DOUTLOT FSTREET 6 ST R E E T 7STREET 5STREET 8S T R E E T 8 STREET 10 S T R E E T 9 STREET 9 STREET 1STREET 1 STREET 13 STREET 11202ND STREET W202ND STREET W200TH STREET W200TH STREET W123 4C.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT K0+00.00161921*20*22*27*23*25*24*26*28*29*3*2*1*OUTLOT E1+00.0012345 6 7 88+12.37 0 1234567 8 9101112131415 16 16+30.602120191817 183*8262528273029323134333536373839404241434447485224*25OUTLOT C2019262728*1+00.001 2 3 4 5 67 88+37.53213058281229428254299183,403 sf 3,403 sf 3,403 sf 3,403 sf3,403 sf3,403 sf 8114,750 sf4,750 sfPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGAS GAS GAS GAS GASGASGASGASGASGASGASGASGAS GASFOFO FO FO FO FOFOFOFOFOFOFOFOFO FOFOFO FO FO FO FOFOFOFOFOFOFOFOFO FOGASPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASST-27ST-28ST-31ST-32ST-33ST-30ST-29812 813 814 815 816166266 MH-16RE=1056.4IE=1044.4 (N)D=12'MH-56RE=1056.2IE=1044.1 (S)D=12'MH-52RE=1055.8IE=1043.8 (E)D=12'MH-51RE=1053.1IE=1041.3 (W)IE=1041.2 (E)D=12'MH-15RE=1051.7IE=1039.9 (S)IE=1039.8 (N)D=12'MH-14RE=1049.8IE=1037.9 (S)IE=1037.8 (NE)D=12'MH-13RE=1049.3IE=1037.4 (SW)IE=1037.3 (E)D=12'MH-48RE=1045.1IE=1033.1 (N)D=12'MH-55RE=1045.4IE=1033.1 (N)IE=1033.0 (S)D=12'MH-58RE=1044.6IE=1032.9 (E)D=12'MH-46RE=1043.6IE=1031.8 (W)IE=1031.8 (S)IE=1031.7 (E)D=12'MH-42RE=1042.9IE=1012.5 (NW)IE=1012.4 (NE)D=31'MH-30RE=1041.8IE=1021.8 (NE)IE=1021.7 (W)D=20'MH-29RE=1041.8IE=1021.3 (E)IE=1021.2 (W)D=21'MH-67RE=1041.7IE=1029.7 (W)IE=1018.1 (S)IE=1018.0 (E)D=24'MH-45RE=1041.1IE=1029.2 (W)IE=1029.1 (NE)D=12'MH-59RE=1040.6IE=1029.0 (W)IE=1028.9 (NE)D=12'MH-12RE=1040.4IE=1028.5 (W)IE=1028.4 (E)D=12'MH-28RE=1039.3IE=1020.8 (E)IE=1020.7 (W)D=19'MH-44RE=1037.9IE=1026.0 (SW)IE=1025.9 (NE)D=12'MH-27RE=1038.3IE=1016.6 (W)IE=1016.6 (E)IE=1016.5 (N)D=22'MH-61RE=1037.8IE=1020.2 (E)IE=1020.1 (NW)D=18'MH-54RE=1041.5IE=1027.3 (N)IE=1027.3 (S)IE=1027.2 (E)D=14'MH-41RE=1037.5IE=1013.2 (NW)IE=1025.5 (SW)IE=1013.1 (SE)D=24'MH-62RE=1037.2IE=1020.8 (SE)IE=1020.7 (W)D=17'MH-31RE=1037.0IE=1022.7 (E)IE=1022.6 (SW)D=14'MH-60RE=1036.9IE=1024.9 (SW)IE=1019.7 (SE)IE=1019.6 (NW)D=17'MH-66RE=1036.8IE=1018.7 (S)IE=1018.6 (N)D=18'MH-38RE=1037.4IE=1011.6 (SW)IE=1011.5 (NE)D=26'MH-26RE=1036.7IE=1015.9 (S)IE=1015.8 (NE)D=21'MH-65RE=1036.0IE=1019.2 (SE)IE=1019.2 (N)D=17'MH-25RE=1035.8IE=1015.5 (SW)IE=1015.4 (NE)D=20'MH-63RE=1035.4IE=1021.2 (SE)IE=1021.0 (NW)D=14'MH-32RE=1035.2IE=1023.2 (W)D=12'MH-24RE=1034.9IE=1015.1 (SW)IE=1015.0 (E)D=20'MH-23RE=1033.9IE=1014.6 (W)IE=1014.5 (E)D=19'MH-64RE=1033.6IE=1021.6 (NW)D=12'MH-37RE=1034.7IE=1011.1 (SW)IE=1011.0 (NE)D=24'MH-40RE=1033.0IE=1013.8 (NW)IE=1013.7 (SE)D=19'MH-20RE=1030.9IE=1013.4 (W)IE=1013.3 (E)D=18'MH-11RE=1029.4IE=1014.3 (W)IE=1014.3 (N)IE=1014.2 (SE)D=15'MH-19RE=1029.5IE=1012.8 (W)IE=1012.7 (NE)D=17'MH-36RE=1031.8IE=1010.5 (SW)IE=1010.4 (N)D=21'MH-49RE=1028.1IE=1016.1 (N)IE=1016.1 (E)IE=1016.0 (S)D=12'MH-53RE=1037.7IE=1018.7 (W)IE=1025.7 (N)IE=1018.6 (S)D=19'MH-33RE=1027.3IE=1015.3 (W)D=12'MH-18RE=1027.4IE=1012.0 (SW)IE=1012.0 (E)IE=1011.9 (N)D=16'MH-8RE=1011.0IE=1009.8 (S)IE=1009.7 (E)D=1'MH-10RE=1026.7IE=1014.7 (S)D=12'MH-17RE=1023.3IE=1011.1 (S)IE=1011.0 (N)D=12'MH-123RE=1022.5IE=1009.6 (N)D=13'MH-4RE=1009.5IE=997.6 (S)IE=997.5 (N)D=12'8" PVC @ 4.40%8" PVC @ 8.52%8" PVC @ 2.50%8" PVC @ 5.09%8" PVC @ 0.90%8" PVC @ 1.16%8" PVC @ 2.99%8" PVC @ 1.97%8" PVC @ 0.84%8" PVC @ 2.18%8" PVC @ 4.11%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.81%8" PVC @ 9.88%8" PVC @ 3.05%8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 2.94%8" PVC @ 3.28%8" PVC @ 3.09%8" PVC @ 0.43%8" PVC @ 0.66%MH-5RE=1008.4IE=994.7 (S)IE=994.7 (W)IE=994.6 (N)D=14'8" PVC @ -3.20%MH-57RE=1041.3IE=1029.3 (E)IE=1029.2 (W)D=12'8" PVC @ 3.96%8" PVC @ 4.45%8" PVC @ 0.40%8" PVC @ 0.40%MH-6RE=1008.1IE=996.2 (W)IE=996.1 (E)D=12'8" PVC @ 2.07%MH-7RE=1013.5IE=1001.6 (W)IE=1001.5 (E)D=12'8" PVC @ 3.19%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%RCP STM8" PVC WM16" PVC WM 8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.60%8" PVC @ 3.93%8" PVC @ 4.33%MH-57ARE=1046.3IE=1034.5 (W)D=12'8" PVC @ 1.91%MH-849RE=1049.2IE=1037.3 (S)D=12'16" PVC WM 8" PVC WM8" PVC WM8" PVC WM 12" PVC WM 8 " P V C WM8" PVC WM12" PVC WM1 2 " P V C WM12" PVC WM8" PVC WMRCP STMRCP STMRCP STMRCP STMRCP STMRCP STMRCP STMRCP STMR C P S TMRCP STMRCP STM12" PVC WM8" PVC WMCONNECT TO EXISTINGWATERMAIN12" PVC WM12" PVC WM16" PVC WM 12" PVC WM 8" PVC WM8" PVC WM8 " PVC WM8" PVC WM12" PVC WM 8" PVC WM8" PVC WM8" PVC WM 8" PVC WM8" PVC @ 0.60%MH-931RE=1039.8IE=1027.7 (N)D=12'MH-936RE=1036.9IE=1019.7 (E)IE=1019.6 (W)D=17'8" PVC @ 0.40%8" PVC WMMH-937RE=1044.8IE=1032.8 (E)D=12'8" PVC @ 0.60%MH-933RE=1044.3IE=1032.4 (W)IE=1032.3 (E)D=12'8" PVC @ 0.40%MH-934RE=1043.2IE=1031.7 (W)IE=1031.6 (NE)D=12'8" PVC @ 0.88%MH-935RE=1042.3IE=1030.4 (SW)IE=1030.3 (E)D=12'8" PVC @ 0.65%1 POHPOHPOHGASGASGASGASGASEX. 27" PVCEX. 30'-27" PVCSTUB @ 0.067%IE=949.5227" PLUGS ANEX. MHRE=973.0IE=949.5E X . 2 7 " P V CCONNECT TO EXISTINGSANITARY SEWERMH-4RE=1009.5IE=997.6 (S)IE=997.5 (N)D=12'8" PVC @ -3.20%8" PVC @ 1.03%MH-3RE=1006.4IE=994.5 (S)IE=994.4 (N)D=12'MH-2RE=979.4IE=967.5 (S)IE=949.7 (W)IE=949.7 (N)IE=949.6 (E)D=30'27" PVC @ 0.07%8" PVC @ 9.21%8" PVC @ 0.40%STUB24" PVC @ 0.40%STUBN:\0022951.00\DWG\CIVIL\PRELIM\0022951UTP01.DWG 4516PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY UTILITYPLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com####### OR ###0'10020030001/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTAEXISTINGPROPOSEDUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES ANDTESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIESSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITYENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARDSPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS.,AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORKOUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNINGCONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FORUTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSEE RIGHTSEE LEFT ExistingWetland C1.55 AcExistingWetland F0.26 AcExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 Ac5712345678123456789101112131415161718192021222324252612345678910111213141516171819202122232425262728293031321234567891011 1213141512345678910111213141516171234123451234567891011121314151617181920212223242526272829100101102103104105106107108109110111112113114115116117118119120121122123124125126126+33.59 1 21234566+60.00 123456 71+00.007+01.23123451+00.005+63.61123451+00.005+95.10 1 2341+00.004+45.1512345678 9 1+00.00 9+91.301 2 3 4567891+00.009+18. 8 8 12 345678910111213 14 15 1+00.0015+76.781 2 34567 8 9 10 11 12 13 1 4 151617181920 21 22 23 242526 27 281+00.0028+17.03410111213131414141515161617181818STREET 4OUTLOT FOUTLOT GOUTLOT HOUTLOT IOUTLOT JSTREET 13STREET 13STREET 14STREET 15STREET 16STREET 12STREET 12 STREET 12 STREET 18S T R E E T 1 8 STREE T 1 1 STREET 11STREET 11STREET 17STREET 19202ND STREET W202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET W205T H S T R E E T W 0+00.00OUTLOT E0 1323130212510,489 sf12,820 sf9,788 sf17,206 sf910,225 sfSTOPUG PUG PUG PUG PUG PUGPUG PUG PUG PUG PUG PUG PUGPUG PUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGGASGASGASGASGASGASGASGASGASGASGAS GASGASGASSTOSTOSTO WATWATWATWATWATWATWATWATWATWATWAT WAT SAN SAN SAN SANWATWATTUG TUGTUGTUGFOFO TUGTUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO EX. 8 " P V C EX. 8 " D I P EX. MHRE=990.6IE=975.48" BOOT IN (NE) PART OF MHEXISTING HYDRANT6" GATE VALVE8"x6" REDUCER5'-6" DIPEX. 8" PVCEX. 8" DIPEXISTINGHYDRANT EXISTING8" DIP PLUGEX. MHRE=992.2IE (N)=974.4IE (S)=974.38" BOOT IN (N) PART OF MHEX. 8" DIPEX. 8" DIPSTOSTOST-30ST-34ST-35ST-38ST-39ST-41ST-40ST-37ST-36806 807 808 809 810 811 812 813 814166266 APPROXIMATE EXISTINGPLAYGROUND LOCATIONSSCONNECT TO EXISTINGWATERMAINRCP STMCONNECT TO EXISTINGSANITARY SEWER MHMH-48RE=1032.8IE=1020.4 (S)D=12'MH-20RE=1029.6IE=1017.6 (W)D=12'MH-41RE=1029.2IE=1017.2 (SE)D=12'MH-44RE=1029.4IE=1017.1 (W)D=12'MH-47RE=1030.3IE=1017.0 (N)IE=1016.9 (SE)D=13'MH-19RE=1028.7IE=1016.8 (E)IE=1016.7 (SW)D=12'MH-43RE=1028.2IE=1016.1 (E)IE=1016.0 (W)D=12'MH-18RE=1027.7IE=1015.8 (NE)IE=1015.7 (SW)D=12'MH-40RE=1027.0IE=1015.1 (NW)IE=1015.0 (SE)D=12'MH-17RE=1026.9IE=1015.0 (NE)IE=1014.9 (SW)D=12'MH-42RE=1026.2IE=1014.2 (E)IE=1014.1 (W)D=12'MH-46RE=1027.8IE=1013.7 (NW)IE=1009.5 (NE)IE=1009.4 (SE)D=18'MH-39RE=1025.5IE=1013.6 (NW)IE=1013.5 (SE)D=12'MH-10RE=1024.8IE=1012.8 (NE)IE=997.3 (NW)IE=997.2 (SW)D=28'MH-38RE=1024.5IE=1012.5 (E)IE=1012.5 (NW)IE=1012.4 (S)D=12'MH-30RE=1023.9IE=1005.7 (NW)IE=1005.6 (SE)D=18'MH-49RE=1029.7IE=1010.6 (E)IE=1010.5 (SW)D=19'MH-37RE=1023.1IE=1011.1 (N)IE=1011.0 (S)D=12'MH-50RE=1030.3IE=1011.0 (E)IE=1011.0 (W)D=19'MH-123RE=1022.5IE=1009.1 (S)D=13'MH-31RE=1022.0IE=1006.1 (W)IE=1006.0 (SE)D=16'MH-51RE=1029.5IE=1011.6 (E)IE=1011.5 (W)D=18'MH-36RE=1021.3IE=1009.3 (N)IE=1009.2 (S)D=12'MH-52RE=1027.6IE=1011.9 (SE)IE=1011.8 (W)D=16'MH-11RE=1020.5IE=998.3 (NW)IE=998.2 (SE)D=22'MH-45RE=1021.2IE=1008.5 (NW)IE=1008.4 (SE)D=13'MH-16RE=1020.0IE=1008.1 (N)IE=1008.0 (S)D=12'MH-13RE=1019.8IE=999.3 (W)IE=999.2 (E)D=21'MH-12RE=1019.3IE=1007.3 (N)IE=998.8 (W)IE=998.7 (SE)D=21'MH-53RE=1024.7IE=1012.7 (NW)D=12'MH-32RE=1018.6IE=1006.7 (N)IE=1006.6 (E)D=12'MH-29RE=1018.2IE=1004.6 (NW)IE=1004.5 (SE)D=14'MH-28RE=1016.0IE=1004.0 (NW)IE=1004.0 (E)D=12'MH-14RE=1015.5IE=1000.0 (W)IE=999.9 (E)D=16'MH-25RE=1015.4IE=1000.4 (NW)IE=1000.4 (SW)IE=1000.3 (SE)D=15'MH-27RE=1013.7IE=1001.8 (W)IE=1001.7 (E)D=12'MH-26RE=1013.2IE=1001.4 (W)IE=1001.2 (NE)D=12'MH-9RE=1012.8IE=996.1 (NE)IE=996.0 (S)D=17'MH-15RE=1011.8IE=1000.8 (E)D=11'MH-33RE=1011.7IE=999.8 (N)IE=999.7 (S)D=12'MH-24RE=1011.7IE=999.8 (NW)IE=999.7 (S)D=12'MH-6RE=1011.0IE=995.7 (N)IE=989.0 (W)IE=988.9 (S)D=22'MH-34RE=1008.4IE=996.5 (N)IE=996.4 (S)D=12'MH-5RE=1010.6IE=988.6 (N)IE=988.5 (S)D=22'MH-23RE=1006.5IE=994.6 (N)IE=994.5 (S)D=12'MH-7RE=1005.6IE=989.8 (W)IE=989.7 (E)D=16'MH-4RE=1008.9IE=988.1 (N)IE=988.0 (S)D=21'MH-8RE=1002.4IE=990.5 (E)D=12'MH-22RE=1000.3IE=988.4 (N)IE=988.4 (W)IE=988.3 (S)D=12'MH-21RE=996.3IE=984.4 (N)IE=984.3 (SW)D=12'MH-1RE=995.8IE=975.2 (W)IE=975.2 (N)IE=975.1 (S)D=21'MH-2RE=989.5IE=976.1 (W)IE=976.0 (E)D=13'MH-3RE=987.3IE=976.8 (E)D=11'8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 4.65%8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.67%8" PVC @ 2.91%8" PVC @ 0.40%8" PVC @ 0.41%8" PVC @ 0.40%8" PVC @ 0.78%8" PVC @ 2.75%8" PVC @ 0.42%8" PVC @ 0.40%8" PVC @ 0.48%8" PVC @ 5.14%8" PVC @ 5.19%8" PVC @ 5.12%8" PVC @ 4.72%8" PVC @ 0.98%8" PVC @ 0.98%8" PVC @ 0.98%8" PVC @ 1.45%8" PVC @ 1.90%8" PVC @ 1.90%8" PVC @ 1.90%8" PVC @ 1.90%8" PVC @ 1.90%8" PVC @ 1.90%8" PVC @ 1.82%8" PVC @ 1.82%8" PVC @ 1.79%8" PVC @ 2.31%8" PVC @ 2.30%8" PVC @ 0.40%8" PVC @ 3.46%8" PVC @ 0.60%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%8" PVC @ 0.40%CONNECT TO EXISTINGSANITARY SEWER MHRCP STMRCP STMRCP STM RCP STMRCP STMR C P S T MRCP STMRCP STMRCP STMR C P S TM RCP STMRC P S T M CONNECT TO EXISTINGWATERMAIN8" PVC WM8" PVC WM8" PVC WM8" PVC WM8" P V C W M 8" PVC WM 8" PVC WM8" PVC WM8" PVC WM8" PVC WM12" PVC WM12" PVC WMMH-55RE=1016.8IE=1004.8 (S)D=12'8" PVC @ 3.35%8" PVC @ 1.81%MH-56RE=1006.0IE=994.1 (N)IE=994.0 (SE)D=12'8" PVC @ 0.97%MH-57RE=1007.0IE=992.2 (NW)IE=992.0 (E)D=15'8" PVC @ 0.40%MH-58RE=1008.5IE=991.1 (W)IE=991.0 (E)D=17'8" PVC @ 0.66%N:\0022951.00\DWG\CIVIL\PRELIM\0022951UTP02.DWG 4517PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA02/17/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARY UTILITYPLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/194125702/17/20RYAN M. BLUHMGREEN KEY REAL ESTATE GROUPNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100'200'300'01/21/2002/17/20...CITY COMMENTSCITY COMMENTS...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 MINNESOTAEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES ANDTESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIESSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITYENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARDSPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS.,AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORKOUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNINGCONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FORUTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTES 1040105010501050 1034103610381042104410461048 104010401040104010401040104010401040104010401040 104010401050105010501050 10341034103410341034103410341034103410341034103410341034 10361036 10361036103610361036103610361036103610361036 1038103810381038103810381038103810381038103810381038 104210421042104210421042104210421042104210421042 1042104210441044 10441044104410441044 1044104410441044104610461046104610461046104610461046104610461048 1048104810481048 10201030101810221022102210241026102 8 1020 1020102 0 1 0 2 0 1020102010201020102010201020 10301030103010301 0 3 0 10301030103010301030103010301030103010301030 103010301 0 1 8 101 8 101810 1 8 101810181018101810181018 1018101810181 0 2 2 10221022 1022102 2 1 0 2 2102210221022102210221022102 4 10241024 1024102410 2 41024102410241024102410241026 10261026102610261026102610261026102610261 0 2 8 1028102810281028 1028102810 2 81028 1028102810281028102810281028102810289809901000978982984986988992994996998980980 990 99099099099010001000100010001 0 0 0 1 0 0 0 10 0 0 1000 10001000978978978982982982984984984984986986986986988988988988992992992992 99 2 9 9 2 992994992994994 9949 9 4 994994 994996996996996996 996996996996 996 996998998998998 9989989989 9 8 998998 1014 10181016 1022102010241026 1038103610341032 ExistingWetland H0.08 AcExistingWetland G0.32 AcExistingWetland E1.35 AcExistingWetland C1.55 AcExistingWetland F0.26 AcExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcExistingWetland D0.06 AcPUG PUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GASGAS GAS GAS GAS GAS GAS GASGASGAS GAS GASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO GASPUGPUG PUG PUG PUGPUG PUG PUGPUGPUG PUG PUGPUGPUGPUGPUGPUGPUGTUGGASGASGAS POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH POH POH POH POH POH GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUGTUGGAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGAS GAS POHPOHPOHPUGPUGPUGPUGPUGPUGPUG806 807 808 809 810 811 812 813 814 815 816164165166264265266S S1+00.00123456788+12.37 11,393 sf10,371 sf9,008 sfN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4525PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSOVERALL PRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com150.000002'30' OR 15'0'150'300'450'1" = 150'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTASingle Family Landscape RequirementsSINGLE FAMILY RESIDENTIAL REQUIREMENTS:272 TREES* 2 OVERSTORY TREES PER SINGLE FAMILY LOT (136 PROPOSED SINGLE FAMILY LOTS)CEDAR 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.CNOTES:1.TIMING OF PLANT INSTALLATION WILL BE DEPENDENT UPONSEASON AND PLANT AVAILABILITY.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELDAND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.4.TREES SHALL BE INSTALLED ON FRONT OF INDIVIDUAL SINGLEFAMILY LOTS 25' FROM BACK OF CURB IN A LOCATION THATDOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER &WATER CONNECTIONS, OR DRIVEWAY LOCATIONS.5.TREES SHALL BE INSTALLED ON FRONT OF MULTI FAMILY LOTS20' FROM BACK OF CURB IN A LOCATION THAT DOES NOTINTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATERCONNECTIONS, OR DRIVEWAY LOCATIONS.6.2 TREES PER LOT SINGLE FAMILY REQUIREMENT IS MET ON ANOVERALL PROJECT BASIS INCORPORATING BUFFER & SCREENINGPLANTINGS AS PART OF THE TOTAL; NOT EVERY LOT WILLRECEIVE 2 TREES.SYMBOLTOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 538 TREES* STREET TREES: 199 TREES* BUFFER DECIDUOUS TREES: 63 TREES* BUFFER EVERGREEN TREES: 237 TREES* BUFFER ORNAMENTAL TREES: 39 TREES* BUFFER SHRUBS: 77 SHRUBSSingle Family Landscape ProvisionsMulti Family Landscape RequirementsMULTI FAMILY RESIDENTIAL REQUIREMENTS:XXX TREES* 1% OF OVERALL MULTI FAMILY PROJECT VALUE (XXX TOTAL TWIN HOME AND VILLA HOME VALUE)-PROJECT WILL BE DETERMINED WITH FINAL PLANSCEDAR 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 ProvisionsTOTAL MULTI FAMILY LANDSCAPING PROVIDED: 882 TREES* STREET TREES: 291 TREES* BUFFER DECIDUOUS TREES: 126 TREES* BUFFER EVERGREEN TREES: 400 TREES* BUFFER ORNAMENTAL TREES: 65 TREES* BUFFER SHRUBS: 250 SHRUBSOverall Landscape ProvisionsTOTAL MULTI FAMILY LANDSCAPING PROVIDED: 1420 TREES* STREET TREES: 490 TREES* BUFFER DECIDUOUS TREES: 189 TREES* BUFFER EVERGREEN TREES:637 TREES* BUFFER ORNAMENTAL TREES: 104 TREES* BUFFER SHRUBS: 327 SHRUBS2.5" BBAS SHOWNFrontyard Linden / Tilia americana 'Frontyard'Final Plant ScheduleCOMMON/BOTANICAL NAMESIZESPACING O.C.2.5" BBAS SHOWNMATURE SIZEH 60'-80' W 40'-60'QTY.CODEPRE2.5" BBAS SHOWNH 50'-60' W 40'-50'NPO2.5" BBAS SHOWNH 40'-50' W 35'-40'62SGM2.5" BBAS SHOWNH 50'-70' W 40'-50'REONorthern Pin Oak / Quercus ellipsoidalisRed Oak / Quercus rubraRedmond Linden / Tilia americana 'Redmond'Princeton Elm / Ulmus americana 'Princeton'Accolade Elm / Ulmus japonica x wilsoniana 'Morton'Sienna Glen Maple / Acer x freemanii 'Sienna'Northern Catalpa / Catalpa speciosaACERELCPAH 40'-60' W 20'-40'H 40'-60' W 30'H 70' W 40'-50'2.5" BB2.5" BB2.5" BBAS SHOWNAS SHOWNAS SHOWN6' HT., BBAS SHOWNAS SHOWN6' HT., BBH 35'-45' W 20'-25'H 50'-70' W 25'-30'BHSNOSAS SHOWNAS SHOWN6' HT., BB10' HT., BBH 50'-80' W 25'-40'H 50'-80' W 25'-40'WHPWHP*Black Hills Spruce / Picea glauca densataNorway Spruce / Picea abies White Pine / Pinus strobusWhite Pine / Pinus strobusAS SHOWN2" BBH 30'-40' W 20'QUAAS SHOWN8' HT., BB CLUMPH 15'-20' W 15'-20'TCHThornless Cockspur Hawthorn / Crataegus crusgalli 'Inermis'Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'ABSWSBRSCQuaking Aspen / Populus tremuloidesRoyal Spendor Crab / Malus 'Royal Splendor'Whitespire Birch / Betula populifolia 'Whitespire'10' HT., BB CLUMP2" BB8' HT., BB CLUMPAS SHOWNAS SHOWNAS SHOWNH 20' W 20'H 20'-25' W 15'-18'H 40'-45' W 30'OVERSTORY TREESORNAMENTAL TREESEVERGREEN TREES2.5" BBAS SHOWNH 50' W 30'-35'SKHSkyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole'2.5" BBAS SHOWNH 50' W 40'KECKentucky Decaf Coffeetree / Gymnocladus dioica 'McKBranched'2.5" BBAS SHOWNH 50' W 30'AGGAutumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold'6' HT., BBAS SHOWNH 40'-60' W 15'-30'CGSColorado Spruce / Picea pungens2.5" BBAS SHOWNH 50'-75' W 50'HAKHackberry / Celtis occidentalis7491154596053256438181816811098842630H 60'-70' W 30'-40'FYL702.5" BBAS SHOWNH 45' W 35'63RSMRed Sunset Maple / Acer rubrum 'Franksred'STCShow Time Crab / Malus 'Shotizam'2" BBAS SHOWNH 15'-20' W 12'-15'6AS SHOWN6' HT., BBH 60'-80' W 25'-30'POPPonderosa Pine / Pinus ponderosaAS SHOWN10' HT., BBPOP*916Ponderosa Pine / Pinus ponderosaH 60'-80' W 25'-30'1367910463710' HT., BBAS SHOWNH 40'-60' W 15'-30'CGS*Colorado Spruce / Picea pungens116' HT., BBAS SHOWNH 40'-50' W 15'-30'CCFConcolor Fir / Abies concolor42AS SHOWN6' HT., BBH 40' W 20'EWCEastern White Cedar/ Thuja occidentalis 1010' HT., BBAS SHOWNH 40'-50' W 15'-30'CCF*Concolor Fir / Abies concolor7Cardinal Dogwood / Cornus sericea 'Cardinal'Redwing Cranberry Viburnum/ Viburnum trilobum 'J.N. Select'#5 Cont.6'-0" O.C.CADRCVRSBRegent Serviceberry / Amelanchier alnifolia 'Regent#5 Cont.#5 Cont.6'-0" O.C.6'-0" O.C.AS SHOWN10' HT., BBH 40' W 20'EWC*Eastern White Cedar/ Thuja occidentalis BUFFER SHRUBSAS SHOWNAS SHOWNAS SHOWN10845189327SWNRegent Serviceberry / Amelanchier alnifolia 'Regent#5 Cont.6'-0" O.C.AS SHOWN1032.5" BBAS SHOWNH 50'-75' W 50'FFMFall Fiesta Maple / Acer saccharum 'Bailsta' 472.5" BBAS SHOWNH 50'-60' W 60'-80'SWOSwamp White Oak / Quercus bicolor102.5" BBAS SHOWNH 50'-75' W 50'RVBRiver Birch / Betula nigra5AS SHOWN6' HT., BBH 12'-15' W 6'-8'TEATechny Arborvitae / Thuja occidentalis 'Techny'65AS SHOWN10' HT., BBTEA*28Techny Arborvitae / Thuja occidentalis 'Techny'H 12'-15' W 6'-8'AS SHOWN10' HT., BBH 50'-70' W 25'-30'NOS*Norway Spruce / Picea abies 1510' HT., BBAS SHOWNH 35'-45' W 20'-25'BHS*Black Hills Spruce / Picea glauca densata4 1050105010 5 0 10421044104 6 1 0 4 8 104010401040104010401040 1050105010501050 10341034103410341034 1036 103610361036 1038103810381038103810381038 1042104210421042104210421042 1042 10441044104410441044 10441046104610461046 10461 0 4 8 1048104810481048 1030103010301030 1028102810281038103610341032PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGGASGASGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUG24232221201918171615141312111098765432112345645464950123456789101112131415162928272625242318171*2*4*125STREET 2STREET 2STREET 2 STREET 3STREET 3 STREET 4 OUTLOT ASTREET 6 STREET 1200TH STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)27*28*29*3*2*1*222120193*262528273029314243444748OUTLOT C58301241469 CPA8 SGM9 REL7 SKH9 AGG8 RSM8 PRE11 REL7 SKH8 SGM8 ACE10 AGG8 FYL8 SKH8 ACE3 POP3 BHS1 HAK3 CGS3 NOS2 RVB3 POP3 EWC*4 WHP*3 BHS13 RCV1 TCH1 REO11 SWN7 CAD1 REL13 RCV2 QUA2 ABS8 CAD3 TCH9 RSB11 RCV4 POP5 BHS2 QUA1 QUA3 TEA*6 NOS*11 RSB1 TCH1 FFM4 WHP*8 CAD4 TEA*7 CAD3 RSC3 CGS1 PRE1 SWO3 WHP4 POP4 BHS2 BHS1 SWO1 PRE2 SGM1 RVB2 HAK9 SWN4 TEA2 TEA4 STC4 NOS4 WHP2 BHS9 SWN4 TEA2 TEA3 STC4 NOS3 WHP13 CAD1 AGG11 RSB4 TEA1 PRE5 CCF3 WHP3 BHS6 NOS5 POP5 CGS5 BHS4 POP3 NPO2 POP3 WHP*4 BHS*5 CGS*1 RE011 SWN4 TEA9 CAD1 QUA3 TEA3 TEA3 TEA2 ABS17 CAD1 PRE2 TCH9 RSB3 TEA1 KEC3 TEA1 FFM2 WSB9 SWN4 TEA*2 WSB1 AGG1 HAK2 REL5 BHS3 EWC*N:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4526PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 1050105010 5 0 10421044104 6 1 0 4 8 1040104010401040104010501050 103410341034 1036103610361036 103810381038103810381042104210421042104210441044 10441044104410441046104610461046104610461 0 4 6 10481048102010201020 1030 1030101810181022102210241024102610261028102810281014 10181016 10221020 1024 1026 1038103610341032ExistingWetland D0.06 AcSTOGAS TUGPUGPUG PUG PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGAS GASGAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASFO FO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOPUGPUGPUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG16626624545556571514131211109876543214546495051531*2*4*5*6*7*9101112131415161718153411STREET 2 STREET 3STREET 3 STREET 4STREET 4 OUTLOT FSTREET 6 STREET 5STREET 1202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT K161921*20*22*27*23*25*24*26*28*29*3*2*1*3*82625282730293231343335363738394042414344474852OUTLOT C2130467 SKH8 PRE8 REL9 AGG8 FYL9 PRE8 SGM9 REL7 SKH9 FYL9 AGG8 RSM8 PRE8 SKH8 ACE8 RSM1 ACE2 STC3 BHS4 CGS1 NPO2 HAK1 REO1 REO3 POP3 BHS4 CGS2 WHP2 NOS4 BHS1 HAK3 CGS3 NOS2 RVB3 POP3 EWC*4 WHP*4 EWC*6 CGS*14 RSB1 QUA1 QUA1 TCH14 RSB2 REO2 NPO3 WHP*5 POP4 ABS5 BHS1 FYL4 QUA2 NOS5 WHP2 POP4 NOS3 BHS5 POP1 HAK2 STC3 NPO3 FFM3 NPO4 FFM4 NPO4 NPO3 FFM3 BHS5 WHP4 NOS2 TEA4 TEA4 STC9 SWN2 KEC3 CCF6 CCF1 ACE3 BHS4 WHP3 WHP3 CCF3 NOS2 PRE1 RSM1 SKH1 RSM1 FFM8 SGM1 HAK2 REL3 WHP1 SGM2 SWO1 RVB2 PRE2 REO5 BHS1 REL1 RSM3 EWC*3 RSC9 SWN4 TEA*9 SWN4 TEA2 TEA3 NPO3 FFM3 NPO8 CAD3 POP4 FFM4 NPO4 NPO3 FFM4 STC6 NOS3 CCF1 SKHN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4527PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 1040103410361038103410341034103610361038103810301030103010301030102810 2 81028 10281028ExistingWetland G0.32 AcSTO POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*3*17*67789OUTLOT AOUTLOT BSTREET 7STREET 8STREET 8 STREET 10STREET 9 STREET 9 200TH STREET W24*25262728*122942829147 SKH6 FYL4 RSM7 SGM9 REL9 AGG9 PRE7 RSM4 SKH5 SKH8 ACE7 CPA5 FYL3 CCF2 ACE3 CGS3 POP1 NPO3 WHP3 BHS3 CGS2 HAK1 NPO2 NPO3 BHS1 REO4 POP4 BHS2 BHS2 SGM1 RVB3 NOS1 PRE9 SWN4 TEA2 TEA4 STC4 NOS4 WHP1 PRE1 AGG1 SGM3 CCF3 WHP1 REL4 NOS3 BHS1 REO3 POP1 SKH4 NOS3 POP2 POP1 ACE2 SWON:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4528PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 1040103410361038104210401040103410341034103410361036103610381038103810421044104410461 0 2 0 10201020103010301030 1030103010301030101810181022102 2 1 0 2 210241024 10 2 4102610261026102810281028 10281028ExistingWetland E1.35 Ac12*11*10913*14*15*131415161718192021221234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*15115789791010101718OUTLOT DSTREET 8STREET 8 STREET 9STREET 1STREET 11202ND STREET W161920*OUTLOT E17182019292825141210 RSM8 ACE7 SGM9 REL8 ACE9 SKH7 CPA5 FYL8 AGG5 CCF4 BHS3 SWO2 TCH3 CCF2 ACE3 CGS3 POP1 NPO3 WHP3 BHS3 CGS2 HAK1 NPO4 CGS4 BHS3 POP4 NPO2 BHS2 FYL4 NOS4 POP1 HAK3 ABS5 WHP4 FFM4 NPO4 FFM4 NPO4 FFM5 WHP4 NOS2 STC1 ACE3 BHS5 CGS5 TCH4 WHP1 SWO4 NOS2 TEA4 TEA3 STC9 SWN3 WHP1 SKH4 NOS3 POP2 POP1 ACE9 SWN4 TEA2 TEA4 NOS4 WHP3 BHS4 NPO4 FFM4 NOS4 WHP1 REL6 NOS4 POP4 ABS1 ACE4 CCF4 NPO4 FFM4 NPO4 FFM2 STC4 STC3 POP1 RVB1 RVB1 SGM1 HAK3 QUA5 BHS1 REO6 POP1 KEC4 POP3 WHP3 NOS4 NOSN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4529PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 10401040103410341036103610381038104210421044104610461020102010301030 10181018 10181 0 2 2 1022 102210241024 10241026102810289901000982984986988992994996998990 10001000984 986988 992994 996 998ExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcSTOGAS TUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG166266 5712345678123456789101112131415168910111213141516171819202223242526271234541112131414STREET 4 OUTLOT FOUTLOT GOUTLOT HSTREET 13 STREET 13STREET 14STREET 15ST R E E T 1 2 202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)217 RSM5 ACE8 FYL8 SKH9 SGM5 CPA4 PRE9 PRE9 REL7 SKH2 STC5 POP4 ABS5 BHS1 FYL4 QUA2 NOS5 WHP2 POP4 NOS3 BHS5 POP1 HAK2 STC3 NPO3 FFM3 NPO4 FFM4 NPO4 NPO3 FFM3 BHS5 WHP4 NOS2 TEA4 TEA4 STC9 SWN2 KEC3 CCF6 CCF1 ACE3 BHS4 WHP3 TEA*6 NOS*8 RSB7 CAD3 RSC3 WHP*9 SWN4 TEA*2 WSB9 SWN4 TEA2 TEA4 NOS4 WHP3 BHS3 NPO3 FFM3 NPO2 WSB8 CAD4 TEA*4 WHP*3 BHS5 POP3 CCF4 NOS4 WHP1 PRE3 POP1 AGG4 CCF4 FFM4 NPO4 NPO3 FFM4 STC4 NOS1 POP4 POP6 NOS3 CCF4 POP3 QUA4 NOS1 SGM4 B HS1 SKH3 TEA*13 RSB3 TCH1 KEC5 WHP*5 RCV1 REO4 CCF*6 POP*3 TEA*9 RCV3 NOS*3 CCF*N:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4530PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 980990978982984986988992994996980990 9909909901000100010009789 7 8 982 982984 984984986986986988 9889 8 8 98899299299 2 992992 994992994994994 99699699699 6 996998998998ExistingWetland B4.12 AcWetland A2.41 AcSTOSTOPUGPUG PUG PUG PUG PUG PUGPUGPUG PUG PUG PUG PUGPUGPUG PUG PUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTO SAN SAN SAN TUG TUG TUG TUGTUGTUGTUGFOFOFO TUGTUGTUGTUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG TUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTOSTOXSTOSTOSTOSTO806 807 808 S789111213141516171819202122232425261234567891011252627282930131414OUTLOT GOUTLOT HSTREET 15STREET 16STREET 12C.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET W9 SGM5 CPA4 PRE9 REL8 RSM9 AGG7 SKH4 CPA5 EWC2 STC1 HAK3 KEC1 ABS4 BHS5 WHP5 EWC2 STC1 HAK4 BHSN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4531PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 10401040104010341034103610361038104210421044104410461030102410261028 1020 1020102 0 1 0 2 0102010301030103010301 0 1 8 101 8 1018101810181 0 2 2 102210221022102 4 10241024102410261026102610261 0 2 8 10281028102810 0 0 1000998 1920212223242526274567123456789101112131415161712341234567891011121314151617181920212223242526101415161617181818OUTLOT JSTREET 12 STREET 18STREET 11STREET 11STREET 17STREET 19202ND STREET WOUTLOT E259 REL8 AGG8 SGM9 SKH7 RSM6 FYL6 ACE9 ACE8 FYL7 SKH5 CCF4 BHS3 SWO2 TCH4 NPO2 BHS4 POP1 HAK3 ABS5 WHP4 FFM4 NPO4 FFM4 NPO4 FFM4 NOS2 STC1 ACE3 BHS5 CGS5 TCH4 WHP1 SWO4 NOS2 TEA4 TEA3 STC9 SWN9 SWN4 TEA2 TEA4 NOS4 WHP3 BHS4 NPO4 FFM4 NOS4 WHP1 REL6 NOS5 BHS1 KEC4 POP4 ABS1 ACE4 CCF4 NPO4 FFM4 NPO4 FFM2 STC4 STC3 POP1 RVB1 RVB1 SGM1 HAK3 QUA5 BHS1 REO6 POP1 KEC4 POP3 WHP3 NOS4 NOSN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4532PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 102010301018102210221022102410261028 102010201 0 1 81018 10181 0 2 2 102210001 0 0 0 1 0 0 0 10 0 0 99 2 9 9 29949949 9 4996996996 996996 998 998998998ExistingWetland C1.55 AcExistingWetland F0.26 AcXSA N SA N SA N S23242526272829303132123456789101112131415567891011121314151617212223242526272829141515161818OUTLOT IOUTLOT JSTREET 12 STREET 18STR E ET 18 ST R E E T 1 1 STREET 1120 5 T H S T R E E T W 32313011,393 sf10,371 sf9,008 sf8 SGM10 PRE9 REL6 AGG8 SGM9 ACE8 FYL7 SKH4 CPA1 RSM3 BHS5 WHP1 RVB2 ACE3 CCF2 BHS2 NOSN:\0022951.00\DWG\CIVIL\PRELIM\0022951PLP01.DWG 4533PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSPRELIMINARYLANDSCAPE PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTANative Seeding LegendMESIC PRAIRIE GENERAL NATIVE SEED MIXMNDOT (35-241) 9.0 AC* ALL DISTURBED AREAS TO BE SODDED UNLESSNOTED OTHERWISE.STORMWATER SOUTH & WESTNATIVE SEED MIX MNDOT (33-261) 3.5 ACWET PRAIRIE NATIVE SEED MIXMNDOT (34-262) 3.5 AC 1040105010501050 1 0 3 4 1 0 3 61038 1042104410461048 104010401040104010401040104010401040104010401040 104010401050 105010501050 10341034103410341034103410341034103410341034103410341034 10361036 103610361036 10361036103610361036103610361036 10381038103810381038 103810381038 10381038103810381038 1042104210421042104210421042 10421042104210421042 1042104210441044 1044104410441044104410441044104410441046104610461046104610461046104610461046104610481048104810481048 102010301018102210221022102410261028 1020 10201020 10 2 0 10201 0 2 0 102010201020 1020102010201020 1 0 3 0 10301030103010 3 0 10301 0 3 0 10301030103010301030103010301030 1030 1030103010 1 8 1018 1018101 8 10181018101810181018 1018 1018101810181 0 2 2 10221022 10221022 10 2 210221022102210221022102210241024 1024 10241024102 4 1024102410241024 10241024102410261026102610261 0 2 6 102610261026 102610261026102 8 1028102810281028 1028102810281028 10281028102810281028 1028102810281028980990100097898298498698899299499699898098099099099099099099010001000100010001000 1 0 0 0 1 0 0 0 100 0 1000 10001000978978978982982982984984984984986986986986988988988988988992992992992 992 99 2 992 992994992994994 99499 4 994994 994996996996996996 9 9 6 996996996 996 996998998998998 9989989989 9 8 998998S SExistingWetland H0.08 AcExistingWetland G0.32 AcExistingWetland E1.35 AcExistingWetland C1.55 AcExistingWetland F0.26 AcExistingWetland B4.12 AcExistingWetland A2.41 AcExistingWetland D0.06 AcExistingWetland D0.06 Ac24232221201918171615 14 131211 1098765432154555657123456789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*3*4*5*6*7*8*9*10*11*12*13*14*15*16*17*18*19*20*21*22*23*24*15141312111098765432112345678123456789101112131415161718192021222324252612345678910111213141516171819202122232425262728293031321234567891011 1213141512345678910111213141516171234123451234567891011121314151617181920212223242526272829454649505153123 45 6 7 89 10 11 12 131415162928 272625242318171*2*4*5*6*7*91011121314 1516 171811253467789101010111213131414141515161617181818STREET 2STREET 2STREET 2 STREET 3STREET 3STREET 4STREET 4 OUTLOT AOUTLOT BOUTLOT DOUTLOT FOUTLOT GOUTLOT HOUTLOT IOUTLOT JSTREET 6 STREET 7STREET 5STREET 8S T R E E T 8 STREET 10 S T R E E T 9 STREET 9 STREET 1STREET 1STREET 13STREET 13STREET 14STREET 15STREET 16STREET 12STREET 12STREET 12 STREET 18S T R E E T 1 8 STREE T 1 1 STREET 11STREET 11STREET 17STREET 19202ND STREET W202ND STREET W200TH STREET W200TH STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT KC.S.A.H.NO. 23 (CEDAR AVENUE)205TH STREET W205T H S T R E E T W 0+00.00161921*20*22*27*23*25*24*26*28*29*3*2*1*OUTLOT E1+00.00123456788+12.37 0 1234567 8 9101112131415 16 16+30.602221201917183*8262528273029323134333536373839404241434447 485224*25OUTLOT C2019262728*3231303,403 sf3,403 sf3,403 sf3,403 sf5,700 sf4,750 sf 4,750 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf3,403 sf3,403 sf3,403 sf3,403 sf 5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,641 sf4,750 sf 4,750 sf4,750 sf 4,750 sf 4,750 sf 4,750 sf 4,750 sf 4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf 4,750 sf 4,750 sf 4,750 sf4,750 sf5,700 sf5,700 sf5,700 sf5,700 sf 5,700 sf5,700 sf 3,403 sf 3,403 sf 5,700 sf5,700 sf5,700 sf5,700 sf 4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,684 sf4,750 sf4,750 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf 4,750 sf5,700 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf3,403 sf3,403 sf3,403 sf3,403 sf4,750 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf4,750 sf3,403 sf3,403 sf 5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf5,700 sf 5,700 sf5,700 sf 5,700 sf5,700 sf4,750 sf 4,750 sf 4,750 sf4,750 sf4,750 sf 4,750 sf4,750 sf4,750 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf 3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf 3,403 sf3,403 sf3,403 sf3,403 sf 3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf 3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf3,403 sf4,750 sf4,750 sf4,750 sf 4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf4,750 sf5,700 sf5,700 sf5,700 sf5,700 sf12,117 sf52,465 sf66,465 sf11,906 sf11,405 sf14,238 sf10,926 sf15,036 sf11,357 sf15,645 sf52,072 sf130,030 sf12,547 sf12,620 sf14,182 sf13,638 sf11,505 sf13,607 sf21,084 sf14,527 sf12,431 sf15,529 sf14,412 sf14,052 sf9,887 sf17,697 sf11,933 sf11,189 sf13,012 sf10,961 sf10,782 sf13,342 sf16,601 sf13,866 sf11,626 sf12,518 sf10,499 sf12,808 sf10,371 sf10,371 sf10,371 sf10,371 sf10,371 sf11,477 sf9,848 sf11,257 sf9,206 sf9,554 sf9,554 sf9,554 sf13,388 sf9,771 sf9,771 sf9,771 sf12,696 sf12,104 sf9,756 sf11,158 sf9,978 sf9,776 sf11,654 sf13,129 sf10,655 sf17,819 sf16,420 sf10,407 sf9,868 sf12,281 sf10,309 sf16,918 sf10,458 sf9,305 sf9,044 sf9,796 sf10,360 sf12,587 sf10,635 sf11,563 sf11,187 sf11,109 sf10,903 sf10,866 sf10,028 sf9,984 sf9,940 sf9,896 sf10,020 sf15,132 sf14,454 sf9,565 sf12,159 sf11,025 sf11,407 sf10,448 sf10,912 sf9,849 sf9,849 sf9,849 sf10,524 sf9,849 sf13,154 sf11,504 sf9,864 sf10,335 sf11,716 sf106,232 sf66,981 sf16,563 sf12,021 sf14,437 sf19,408 sf17,021 sf15,606 sf16,493 sf13,102 sf55,048 sf12,210 sf12,830 sf13,200 sf15,674 sf17,104 sf 10,764 sf10,809 sf11,264 sf13,990 sf13,758 sf14,044 sf10,627 sf10,489 sf70,926 sf261,415 sf18,551 sf19,058 sf24,568 sf281,931 sf24,125 sf19,001 sf98,735 sf17,347 sf17,313 sf10,297 sf231,075 sf105,801 sf45,778 sf316,859 sf213058301229428254,704 sf12,858 sf9,787 sf294,505 sf10,295 sf11,393 sf10,371 sf9,008 sf42983,230 sf12,575 sf12,987 sf173,132 sf1412146PUG PUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GASGAS GAS GAS GAS GAS GAS GASGASGAS GAS GASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO GASPUGPUG PUG PUG PUGPUG PUG PUGPUGPUG PUG PUGPUGPUGPUGPUGPUGPUGTUGGASGASGASGASGAS POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH POH POH POH POH POH POH GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTO WATWATWATWATWATWATWATWAT SAN SANWAT TUGTUGFO TUGTUGTUG TUGTUGTUGTUGTUGTUGTUG TUGGAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGAS GAS POHPOHPOHPUGPUGPUGPUGPUGPUGPUG806 807 808 809 810 811 812 813 814 815 816164165166264265266101410181016 1022102010241026 1038103610341032N:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP01.DWG 4535PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSOVERALL TREEPRESERVATION PLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com150.000002'30' OR 15'0'150'300'450'1" = 150'01/21/20....CITY COMMENTS....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 MINNESOTATree Protection Detail" 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 PROTECT ION TP08NOTES:PLANELEVATIONDRIPLINE6' METAL FENCE POST. STAKE EVERY 6'MAXIMUM. LegendDENOTES EXISTING TREE TO REMAINDENOTES EXISTING TREE TO BEREMOVED 10501050105 0 104210441046 10 4 8 104010401040104010401040 1 0 5 0 105010501050 10341034103410341034 1036 103610361036 10381038103810381 0 3 8 10381038 1042104210421042104210421042 1042 10441044104410441044 10441046104610461046 104610 4 8 1048104810481048 1030103010301030 1028102810281028 ExistingWetland H0.08 Ac24232221201918171615 14131211 1098765432112345645 464950123 456 7 89101112131415162928272625242318171*2*4*125STREET 2STREET 2STREET 2 STREET 3S T R E E T 3 STREET 4 OUTLOT ASTREET 6 STREET 1200TH STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)27*28*29*3*2*1*1+00.00123 456 7 101112131415 16 16+30.60222120193*2625282730293142434447 48OUTLOT C5830124146PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGGASGASGASPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUG1038103610341032 5001500250035004500550065007500850095010501150125013501450155016501750185019502050215022502350245025502650275028502950305031503250335034503550365037503850395040504150425043504450455046504750485049505050515052505350545055505650575058505950605061506250635064506550665067506850695070507150725073507450755076507750785079508050815082508350845085508650875088508950905091509250935094509550965097509850995100510151025103510451055106510751085109511051115112511351145115511651175118511951205121512251235124512551265127512851295130513151325133513451355136513751385139514051415142514351445145514651475148514951505151515251535154515551565157515851595160516151625163516451655166516751685169517051715172517351745175517651775178517951805181518251835184518551865187518851895190519151925193519451955196519751985199520052025203520452055206520752085209521052115212521352145215N:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP02.DWG 4536PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSTREE PRESERVATIONPLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....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 LegendDENOTES EXISTING TREE TO REMAINDENOTES EXISTING TREE TO BEREMOVED 10501050105 0 104210441046 1 0 4 8 1040104010401040104010501050 103410341034 1036103610361036 1 0 3 8 1 0 3 8 10381038103810421 0 4 2 10421042104210441044 10441044104410441046104610461 0 4 6 1 0 4 6 1 0 4 6 10 4 6 10481048102010201020 1030 103010181018102210221024102410261026102810281028ExistingWetland D0.06 Ac245455565715141312111098765432145 46495051531*2*4*5*6*7*9101112131415161718153411STREET 2 STREET 3S T R E E T 3 STREET 4STREET 4 OUTLOT FSTREET 6 STREET 5STREET 1202ND STREET WC.S.A.H.NO. 23 (CEDAR AVENUE)OUTLOT K161921*20*22*27*23*25*24*26*28*29*3*2*1*1+00.00123 456 7 87 8 9103*82625282730293231343335363738394042414344474852OUTLOT C213046STOGAS TUGPUGPUG PUG PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGAS GASGAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASFO FO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOPUGPUGPUG PUG PUG PUG PUG PUG PUG PUGPUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG1662661014 10181016 10221020 1024 1026 1038103610341032 50135014510651075108511051115112511351145115511651175118511951205121512251235124512551265127512851295130513151325133513451355136513751385139514051415142514351445145514651475148514951505151515251535154515551565157515851595160516151625163516451655166516751685169517051715172517351745175517651775178517951805181518251835184518551865187518851895190519151925193519451955196519751985199520052025203520452055206520752085209521052115212521352145215521652175218521952205221N:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP02.DWG 4537PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSTREE PRESERVATIONPLANPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'50'100'150'1" = 50'01/21/20....CITY COMMENTS....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 LegendDENOTES EXISTING TREE TO REMAINDENOTES EXISTING TREE TO BEREMOVED 10401 0 3 4 1 0 3 6 1038104210341034103410361036 10381038 1 0 3 0 1030103010301030102810281028 10281028ExistingWetland G0.32 Ac6789101112*11*1098765432113*14*15*16*17*18*19*20*21*22*23*25*26*27*3211314151617181920212223241234567891011121*2*17*67789OUTLOT AOUTLOT BSTREET 7STREET 8S T R E E T 8 STREET 10 S T R E E T 9 STREET 9 200TH STREET W88+12.37 8 91024*25262728*12294282914STO POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASN:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP02.DWG 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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 LegendDENOTES EXISTING TREE TO REMAINDENOTES EXISTING TREE TO BEREMOVED 102010301018102210221022102410261028 1020102010 1 81018 10181 0 2 2 1022100010 0 0 1 0 0 0 100 0 992 9 9 29949949949969 9 6 996996996 998 99 8 998998ExistingWetland C1.55 AcExistingWetland F0.26 Ac232425262728293031321234567891011 12131415567891011121314151617212223242526272829141515161818OUTLOT IOUTLOT JSTREET 12 STREET 18S T R E E T 1 8 STREE T 1 1 STREET 11205T H S T R E E T W 32313011,393 sf10,371 sf9,008 sfXWAT WAT WAT SAN SAN SAN 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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 LegendDENOTES EXISTING TREE TO REMAINDENOTES EXISTING TREE TO BEREMOVED N:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP03.DWG 4544PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSTREE INVENTORYPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############## OR ###01/21/20....CITY COMMENTS....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:\0022951.00\DWG\CIVIL\PRELIM\0022951TPP03.DWG 4544PROJECT NUMBER: 0022951.00LAKEVILLE, MINNESOTA01/21/20...© 2020 Westwood Professional Services, Inc.CEDAR HILLSTREE INVENTORYPO BOX 302EXCELSIOR, MINNESOTA, 55331CEDAR HILLS09/19/19GREEN KEY REAL ESTATE GROUP01/21/2026971CORY MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############## OR ###01/21/20....CITY COMMENTS....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 December 12, 2019 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR HILLS The Dakota County Plat Commission met on December 11, 2019, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 23 (Cedar Ave.) and CR 64 (200th St. W.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The property is located east of CSAH 23 (Cedar Ave) and south of CR 64 (200th St. W.) and includes residential development for single family homes, twin homes, and villa homes. The right-of-way needs for a 4-lane divided roadway for CSAH 23 are 75 feet of half right of way. The plat should dedicate the existing highway easements along CSAH 23. The right-of-way needs for 2-lane urban roadway for CR 64 are 50 feet of half right of way. The access spacing guidelines are ½-mile full access and ¼-mile restricted access spacing along CSAH 23. Access to the site includes three access locations along CSAH 23 (CR 64, 202nd St W, 205th St W). There will be a full access location at 202nd Street and a future ¾-intersection at CR 64 (200th St W). The Cedar Avenue Corridor Study identified the future intersection of CSAH 23/205th St. W. as a ¾-access location. Also, the Study includes a full access location at Gemini Trail/CSAH 23, which does not include an access to the west. With the development in the area, these access locations will need to be studied/evaluated again in the future. The access spacing guidelines are ¼-mile access spacing along CR 64. The proposed plat shows two access locations along CR 64. Restricted access should be shown along all of CSAH 23 except for the three openings and all along CR 64 except for the two access openings. A quit claim deed to Dakota County for restricted access is required to accompany the recording the of the plat mylars. The Plat Commission recommended that the first street intersection, located at 202nd and “Street 13”, just east of CSAH 23, should be moved easterly to accommodate better spacing for turn lanes and vehicle staking onto CSAH 23 in the future. As understood, a traffic study was completed indicating that the spacing was adequate. However, the Plat Commission and City stated that moving “Street 13” easterly would be beneficial to provide better staking. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 23 and CR 64 are 22,600 and 1,750 ADT, respectively, and are anticipated to be 35,000 and 1,500 ADT by the year 2030. 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 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 Butch 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: Jason Palmby, Developer 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CEDAR HILLS ZONING MAP AMENDMENT FINDINGS OF FACT AND RECOMMENDATION On March 19, 2020, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Green Key Real Estate Group for a Zoning Map Amendment to rezone property from RM-1, Medium Density Residential District and RS-3, Single Family Residential District to RS-4, Single Family Residential District and RM-1, Medium Density Residential District in conjunction with the preliminary plat of Cedar Hills. The Planning Commission conducted a public hearing on the Zoning Map Amendment application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. Per the 2040 Comprehensive Plan, the subject property is located in Planning District 5, which guides the Cedar Hills property for low/medium density residential development. 2. The area of the subject site proposed to be rezoned is currently zoned RM-1, Medium Density Residential District and RS-3, Single Family Residential District. 3. Legal description of the property to be rezoned is: a) The following parcel shall be zoned RM-1: The North ½ of the Northwest ¼ of Section 27, Township 114, Range 20, Dakota County, Minnesota b) The following parcel shall be zoned RS-4: The South ½ of the Northwest ¼ of Section 27, Township 114, Range 20, all in Dakota County, Minnesota. 4. Chapter 3 of the City of Lakeville Zoning Ordinance provides that a Zoning Map amendment may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed rezoning is consistent with the low/medium density residential land uses for the Cedar Hills development and District 5 recommendations identified in the 2040 Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. 2 Finding: The proposed townhomes on the north half of the site and single family homes on the south half of the site in the Cedar Hills preliminary plat will be compatible with the single family homes to the south in the Spyglass development. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: The Cedar Hills preliminary plat meets the performance standards contained in the Zoning and Subdivision ordinances. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The Cedar Hills preliminary plat can be accommodated with the public services available to serve the subject property and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The traffic generated by the Cedar Hills preliminary plat will be within the capacity of the streets that will serve this development. 5. The report dated March 12, 2020 prepared by Kris Jenson, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Zoning Map amendment. DATED: March 19, 2020 LAKEVILLE PLANNING COMMISSION BY: __________________________ Pat Kaluza, Chair 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 Daryl Morey, Planning Director Date: March 12, 2020 Subject: Cedar Hills • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Utility Plan Review • Preliminary Tree Preservation Review BBAACCKKGGRROOUUNNDD Green Key Real Estate Group has submitted a preliminary plat named Cedar Hills. The proposed subdivision is located east of and adjacent to Cedar Avenue (CSAH 23), north of and adjacent to 205th Street and south of and adjacent to 200th Street (CR 64). The parent parcels consist of two metes and bounds parcels (PID Nos. 220270026010 and 220270025010), zoned RM-1 (Medium Density Residential) and RS-3 (Single Family Residential). The preliminary plat consists of one hundred thirty-nine (139) single-family lots, one hundred thirty-seven (137) detached townhome lots, and ninety-two (92) attached townhome lots, ten (10) HOA common lots within eighteen (18) blocks, and eleven (11) outlots on 159.5 acres. The Developer is dedicating 13.41 acres as Cedar Avenue, 202nd Street and 200th Street right- of-way. The outlots created with the preliminary plat shall have the following use: Outlot A: Stormwater Management Basin; to be deeded to the City (1.20 acres) CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 22 OOFF 1100 Outlot B: Stormwater management basin, wetland and buffers; to be deeded to the City (2.99 acres) Outlot C: HOA Open Space/Private Park; to be retained by the Developer (1.20 acres) Outlot D: Stormwater management basin, wetland and buffers; to be deeded to the City (7.27 acres) Outlot E: HOA Open Space/Private parking area; to be retained by the Developer (0.38 acres) Outlot F: Landscaping and buffer; to be retained by the Developer (1.26 acres) Outlot G: Stormwater management basin, wetland and buffers; to be deeded to the City (6.47 acres) Outlot H: Stormwater management basin, wetland and buffers; to be deeded to the City (6.76 acres) Outlot I: Stormwater management basin, wetland and buffers and Public Park; to be deeded to the City (3.96 acres) Outlot J: Wetland complex, buffers and public trail; to be deeded to the City (5.31 acres) Outlot K: Stormwater management basin, wetland and buffers; to be deeded to the City (1.63 acres) The proposed development will be completed by: Developer: Green Key Real Estate Group Engineer/Surveyor: Westwood Professional Services, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Cedar Hills site is vacant agricultural land containing several delineated wetlands and drainageways. The southern drainageways and wetlands are bordered by significant trees. Overhead transmission utility lines are located along the east side of Cedar Avenue and overhead utility lines are located along the south side of 200th Street adjacent to the parent parcels. The parent parcels are bisected by a ridge through the center of the site, sloping to the south and northeast along the drainageways. EENNVVIIRROONNMMEENNTTAALL AASSSSEESSSSMMEENNTT WWOORRKKSSHHEEEETT ((EEAAWW)) An Environment Assessment Worksheet (EAW) was prepared consistent with Environmental Quality Board (EQB) requirements, based on the number of residential lots in the development. The Developer has addressed the comments identified in the EAW review process. A Negative Declaration on the EAW was adopted by the City Council at their January 6, 2020 meeting. EEAASSEEMMEENNTTSS The parent parcels contain existing public and private easements. The following easements will remain with the proposed development: • Transmission Line Easement, per Document No. 1662414 CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 33 OOFF 1100 • Right of Way Agreement with Great Lakes Pipe Line Company (NKA Magellan Pipeline Company, LP), recorded in Book 40 of Miscellaneous Records on page 391. • Highway Easement, per Document No. 1663241 • Highway Easement, per Document No. 1673679 • Permanent Easement, per Document No. 2986962 The following public easement must be vacated with the preliminary plat: • Street & Utility Easement per Document Nos. 1997075 and 2160055 The following easements are in favor of Dakota County and may be vacated with the final plat: • Highway Easement per Document No. 3290658 • Highway Easement per Document No. 3290660 The following temporary public easement will remain in effect until expiration: • Temporary Easement, per Document No. 3290659 • Temporary Easement, per Document No. 3290661 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Cedar Hills is located east of and adjacent to Cedar Avenue, a minor arterial County highway, as identified in the City’s Transportation Plan. Cedar Avenue is currently constructed as a four- lane divided rural roadway with and urban center median. The current Dakota County Plat Review Needs Map indicates a half right-of-way requirement of 75-feet and designates this roadway as a future four-lane divided urban roadway with ½ mile full access spacing over its entire length adjacent to the plat. The Developer is dedicating the necessary right-of-way as shown on the preliminary plat. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at their December 11, 2019 meeting. 200th Street (CR 64) Cedar Hills is located south of and adjacent to 200th Street, a major collector County roadway, as identified in the City’s Transportation Plan. 200th Street is currently constructed as a two- lane undivided rural roadway adjacent to the plat. The current Dakota County Plat Review Needs Map indicates a half right-of-way requirement of 50-feet and designates this roadway as a future two-lane undivided urban roadway over its entire length adjacent to the plat. The Developer is dedicating the necessary right-of-way as shown on the preliminary plat. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at their December 11, 2019 meeting. The Developer is proposing two full access intersections along 200th Street with the development improvements. The Developer shall be responsible for any improvements to 200th Street (right turn/bypass lanes) as required by Dakota County at the proposed access locations. CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 44 OOFF 1100 202nd Street Cedar Hills includes the construction of 202nd Street from Cedar Avenue to the westerly access to Farmington High School. 202nd Street is a major collector roadway as identified in the City’s Transportation Plan. 202nd Street will provide a full access to Cedar Avenue and in the future to the City of Farmington and Flagstaff Avenue. 202nd Street is designed as a 40-foot wide two-lane urban roadway within 100 feet of right-of-way. Eight-foot wide bituminous trails will be constructed along the north and south sides of the roadway. The intersection design at Cedar Avenue was determined with the CSAH 50 improvement project (City Project 15-12) to the west. The Developer shall construct the necessary turn lanes and center median to align with the ongoing intersection improvements, as shown on the preliminary plat. 202nd Street must be extended to the east plat boundary with either Phase 2 of the development or by November 1, 2021 (whichever is sooner). The City, Developer, City of Farmington and Independent School District 192 have partnered to construct and extend 202nd Street beyond the City of Lakeville corporate limits to provide a secondary access to Farmington High School. The Developer shall design the 202nd Street connection and private north-south high school private roadway and construct those improvements with Phase 2 of the preliminary plat or by November 1, 2021 (whichever is sooner). The City will enter into a Joint Powers Agreement with the City of Farmington and ISD 192 to provide funding for the Developer’s design, administration and construction costs for the improvements outside of the plat boundary. The reimbursement will be provided with the Phase 2 final plat development contract. The City of Farmington is required to obtain the necessary right-of-way for the construction of the improvements on private property. A no parking resolution will be required with the final plat banning parking along 202nd Street adjacent to the plat boundary. 205th Street Cedar Hills is located north of and adjacent to 205th Street, a minor collector roadway as identified in the City’s Transportation Plan. 205th Street is currently constructed as a two-lane undivided urban roadway adjacent to the plat. The preliminary plat includes one proposed access to 205th Street at Street 12 aligning with Gateway Drive to the south. Streets 1 and 11 Development of Cedar Hills includes the construction and extension of 205th Street, a minor collector roadway and identified as Streets 1 and 11 on the preliminary plat. Streets 1 and 11 are designed as 40-foot wide urban roadways with 5-foot sidewalks along both sides of the street. The Developer is dedicating 66-feet of right-of-way for Street 11 and 80-feet of right- of-way for Street 1. Streets 1 and 11 with provide full accesses to 202nd Street and 200th Street. The Developer shall remove the temporary cul-de-sac on 205th Street for the extension of Street 11 and restore the temporary easement area. Street 2 Development of Cedar Hills includes the construction of Street 2, a local roadway. Street 2 is designed as a 32-foot wide urban roadway with a sidewalk along one side of the street. The CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 55 OOFF 1100 Developer is dedicating 60-feet of right-of-way. Street 2 will terminate in a permanent cul-de- sac south of Street 3. Streets 3, 5, 6, 17, 18 Development of Cedar Hills includes the construction of Streets 3, 5, 6, 17 and 18, all local roadways. The streets are designed as 32-foot wide urban roadways with a sidewalk along one side of the street. The Developer is dedicating 60-feet of right-of-way. Streets 4 and 13 Development of Cedar Hills includes the construction of Streets 4 and 13, both local roadways. Streets 4 and 13 will be aligned at 202nd Street and will provide a full access to the major collector roadway. The streets are designed as 32-foot wide urban roadways with a sidewalk along one side of the street. The Developer is dedicating 60-feet of right-of-way. Streets 7, 14, 15, 16 and 19 Development of Cedar Hills includes the construction of Street 7, 14, 15, 16 and 19 all local cul-de-sac roadways. The cul-de-sac streets are designed as 32-foot wide urban roadways within 60-feet of right-of-way. Streets 8 and 9 Development of Cedar Hills includes the construction of Streets 8 and 9, both local roadways. Streets 8 and 9 will provide a future access to the City of Farmington. The Developer shall construct a temporary cul-de-sac at the east end of Street 8 until it is extended in the future. Future street extension signs and barricades must be placed at the east end of both roadways. The streets are designed as 32-foot wide urban roadways with a sidewalk along one side of the street. The Developer is dedicating 60-feet of right-of-way. Street 10 Development of Cedar Hills includes the construction of Street 10, a local roadway. Street 10 will provide a full access to 200th Street. Street 10 is designed as a32-foot wide urban roadway with a sidewalk along one side of the street. The Developer is dedicating 60-feet of right-of- way. Street 12 Development of Cedar Hills includes the construction of Street 12, a local roadway. Street 12 will provide a connection and access to 205th Street aligning with Gateway Drive to the south. Street 12 is designed as a32-foot wide urban roadway with a sidewalk along one side of the street, terminating in a permanent cul-de-sac south of Street 18. The Developer is dedicating 60-feet of right-of-way. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction will be determined with each phase of construction. Access to the existing adjacent local roadways shall be limited as much as feasible for the development construction. CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 66 OOFF 1100 PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The City’s Parks, Trails and Open Space Plan designates a future neighborhood park on the south parent parcel, extending from the existing park in Spyglass. The Park Dedication requirement has not been collected on the parent parcels and shall be satisfied through land dedication and a cash contribution with the final plat. The total park area required with the preliminary plat is 16.36 acres, which is calculated as 12% of the net area of the property (excluding arterial right-of-way and wetlands to remain) estimated as follows: Gross Area of Preliminary Plat 159.50 Acres Less Cedar Avenue, 200th Street and 202nd Street Right-of-way Less wetlands to remain 13.41 9.75 Acres Acres Total Buildable Area 136.34 Acres Land Dedication Requirement (12%) 16.36 Acres The total park area estimated to be dedicated within the preliminary plat is 3 acres. This satisfies an estimated 18.34% or 67.48 lots of the required park dedication for the preliminary plat. The estimated park dedication requirement for the remaining 81.66% or 300.52 lots will be required to be paid with cash with the final plat. Only area outside of wetlands, wetland buffers and stormwater basins is to be credited or compensated for park dedication purposes. The final amount of park land to be dedicated will be calculated with the first phase final plat. In order to maximize usable park area and provide for an improved connection to the existing Spyglass neighborhood park, the Developer has proposed to locate a portion of a proposed stormwater management basin for the development on Outlot D, Spyglass. The City acquired this outlot through dedication of parkland with the Spyglass development. The Developer shall reimburse the City with the final plat (at the rate in effect at the time of acquisition) for the portion of this outlot that was acquired for park dedication purposes but will now be used for stormwater management. Development of Cedar Hills includes the construction of public trails and sidewalks. 5-foot wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all local streets except for the Street 14, 15 and 16 cul-de-sacs. Bituminous trails will be constructed along both sides of 202nd Street (8-ft wide), the east side of Cedar Avenue (10-ft wide), the south side of 200th Street between Cedar Avenue and Street 1 (10-ft wide), the west side of Street 11 adjacent to the City Park (Outlot I) and on Outlot J from Street 11 to the east plat boundary. The Developer will responsible for 100% of the grading and restoration for the bituminous trails. The Developer shall receive a credit to the final plat cash fees for the City’s 3/8th share (excluding grading and restoration) of the trail construction costs. The Developer shall dedicate to the City a Trail Easement over the proposed trail located outside of the right-of-way on the following lots: • Lot 58, Block 1 (200th Street and Cedar Avenue trails) • Lots 1-3, Block 11 (Cedar Avenue trail) CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 77 OOFF 1100 The trail along the south side of 200th Street east of Street 1 will not be constructed with the preliminary plat of Cedar Hills. The trail will be constructed at the time the property east of the development is final platted into lots and blocks and the trail extends further east. The Developer shall provide an escrow for its 5/8 share of the future trail construction costs with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Cedar Hills is located within subdistricts SC-10055 of the South Creek sanitary sewer district and FO-60050 of the Farmington Outlet sanitary sewer district as identified in the City’s Sewer Plan. Sanitary sewer is not available to the portion of the site within the Farmington Outlet sanitary sewer district. The Developer shall acquire (and pay for) any necessary public and private easements to construct the necessary sanitary sewer to provide utility service, consistent with the City’s Sewer Plan. The sanitary sewer costs outside of the plat boundary will not be reimbursed by the City. The City shall review and approve the public easements necessary for construction and maintenance of the sanitary sewer outside of the plat boundary and the design of the public sanitary sewer system prior to final plat approval. The City will not consider the final plat for the portion of the development within the Farmington Outlet district until the necessary easements have been recorded. The wastewater from the development will be conveyed via existing trunk sanitary sewer to the MCES Farmington and Elko/New Market Interceptors and continue to the Empire Wastewater Treatment Facility. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be paid with the final plat. The fee will be based on the current rate in effect at the time of final plat approval. WWAATTEERRMMAAIINN Development of Cedar Hills includes the extension of public watermain. Watermain will be extended within the development to provide water service to the subdivision. Consistent with the City’s Water Plan, trunk watermain extensions are required to be completed with the preliminary plat. The Developer shall extend the 12-inch trunk watermain along 202nd Street from Cedar Avenue to Street 1, and along Streets 1, 8, 9 and 10 to the northeast plat boundary. The 12-inch watermain shall be extended under 200th Street to the north along the proposed sanitary sewer extension. The Developer shall extend 16-inch trunk watermain along the east side of Cedar Avenue from 202nd Street to 200th Street adjacent to the plat. The portion of the plat south of 202nd Street is located within the City’s Air Lake low pressure zone. A pressure reducing valve will be installed by the City in the southwest corner of Cedar Avenue and 202nd Street to provide a secondary pressure loop to the City’s normal pressure CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 88 OOFF 1100 zone in either 2020 or 2021. The portion of the development north of 202nd Street is located in the City’s normal pressure zone. Watermain between the two zones will not be looped in the development as a pressure reducing valve will not be constructed. The City will credit the Developer for the oversizing of the trunk watermain in the development. The credit will be based on the cost difference between 8-inch watermain and the oversized watermain that will be installed. The credit will be applied to the Developer’s final plat cash fees and will be based on an estimate provided by the Developer’s engineer. OOVVEERRHHEEAADD LLIINNEESS An overhead electric transmission line and poles are located along the east side of Cedar Avenue on the parent parcels. No modifications are required to this infrastructure. 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 from Cedar Avenue to the east plat boundary with the final plat, consistent with the City’s Public Ways and Property Ordinance. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Cedar Hills is located within subdistricts SC-198, SC-099 and C-096 of the South Creek stormwater district and FO-018 and FO-019 of the Farmington stormwater district as identified in the City’s Water Resources Management Plan. Development of Cedar Hills includes the construction of public stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will provide water quality treatment and rate control of the stormwater runoff generated from the subdivision. Due to the high elevation of groundwater and in-situ clay soils, infiltration is not feasible in the majority of the development. Water quality will be provided through a public and private water re-use system to the open space areas in the development. The private re-use system will be constructed from stormwater collected in the proposed basin on Outlot K to irrigate the common lot open space. The public re-use system will be constructed from stormwater collected in the proposed basin on Outlots H and I to irrigate the proposed City Park. The proposed public water re-use irrigation system will be designed by the City. The Developer shall pay for and install the system per the City’s approved design. The stormwater management basins will be located within Outlots A, B, D, G, H, I and K which will be deeded to the City with the final plat. The stormwater basin designs include an aquatic safety bench and shall include a skimming device designed for the 10-year event, consistent with City requirements. 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 CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 99 OOFF 1100 a soils report and an as-built certified grading plan have been submitted and approved by City staff. Cedar Hills 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 Hills 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 basins located within Outlots A, B, D, G, H, I and K. Draintile construction is required in areas of non-granular soils within Cedar Hills for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be paid with the Cedar Hills final plat. The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding the portions of Outlots A, B, D, G, H, I, J and K not used reimbursed for park dedication, calculated at $5,500/acre consistent with City policy. The reimbursement will be calculated with the final plat. RREESSIIDDEENNTTIIAALL BBUUFFFFEERR YYAARRDD RREEQQUUIIRREEMMEENNTTSS Cedar Avenue is a minor arterial and 200th Street and 202nd Street are major collector roadways as identified in the City’s Transportation Plan. A buffer yard containing earth berms and/or plantings of a sufficient density to provide a visual screen and a reasonable buffer a minimum of ten feet in height shall be provided adjacent to Cedar Avenue, 200th Street and 202nd Street consistent with the Zoning Ordinance. A certified as-built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Cedar Hills is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. CCEEDDAARR HHIILLLLSS –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1122,, 22002200 PPAAGGEE 1100 OOFF 1100 WWEETTLLAANNDDSS The wetland delineation for the site was approved on August 28, 2019. The wetland delineation was completed by Westwood Professional Services, Inc. There are 0.456 acres of permanent wetland impacts associated with the development of this site. Applicant will purchase a total of 0.912 acres of banking credits. The Notice of Application was sent out 02/03/20. No adverse comments were received during the comment period. The wetland replacement plan was approved on 02/25/20. Based on the information provided in the report the impacts indicated for the areas outlined in the report have been determined to be acceptable for use in implementing the Wetland Conservation Act. No impacts are allowed until the final withdrawal information has been received from BWSR. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. TTRREEEE PPRREESSEERRVVAATTIIOONN The plan identifies 960 total trees on site and proposes to save 744 trees. Prior to any removals the tree protection or silt fence line must be staked and reviewed by City Staff. Minor changes may result in additional removals or saves based on location or condition of the tree. The landscape plan must be revised prior to final plat to include native trees and shrubs around the stormwater basins and within the buffer areas. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. A detailed SWPPP must be submitted to the City for review prior to any land disturbance. Redundant silt fence is required along all wetlands and waterways that do not have a 50-foot established buffer. The Developer is responsible for the establishment of native vegetation around all stormwater treatment basin and any disturbed or farmed buffer. A management plan including a schedule for maintenance must be included in the final plat plans. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Vermillion River Watershed JPO. 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, and utility plan for Cedar Hills, subject to the requirements and stipulations within this report.