The URL can be used to link to this page

Item 4.1 Meadow Haven Preliminary Plat3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht REPORT DATE: 23 February 2026 ACTION DATE: 16 March 2026 RE: Otsego – Meadow Haven; Preliminary Plat TPC FILE: 101.02 BACKGROUND Summergate Development has submitted application for subdivision of 80 single family lots within 36.88 acres located west of McAllister Avenue south of 70th Street (CSAH 38). The proposed development requires applications for a Zoning Map amendment, Planned Unit Development-Conditional Use Permit, and preliminary plat. There is also the need to consider vacation of existing public right-of-way for an abandoned section 67th Street. A public hearing to consider the zoning and subdivision applications and right-of-way vacation has been noticed for the Planning Commission meeting on 2 March 2026. Exhibits: Site location map Urban Service Area Staging Plan map Future Land Use Plan map Transportation Plan map Future Parks and Trails Plan map Preliminary Plans dated 02/02/26 (24 sheets) Item 4.1 2 ANALYSIS Zoning. The subject property is currently zoned A-1, Agriculture Rural Service District. The developer requesting a Zoning Map amendment to rezone the preliminary plat to R-5, Single and Two Family Residential District. The application also includes a request for a Planned Unit Development-Conditional Use Permit related to lot standards as outlined by the 2023 Comprehensive Plan. Consideration of the Zoning Map amendment and Planned Unit Development-Conditional Use Permit is to be based upon, but not limited to, the criteria established by Section 11-3-2.F and Section 11-4-2.F of the Zoning Ordinance, respectively: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Future Land Use Plan of the 2023 Comprehensive Plan guides the subject property for low density residential uses, which is a single family neighborhood with a net density of 3.0 dwelling units per acre or less. The subject property is 36.88 acres in area with a net area less wetlands and wetland buffers of 30.88 acres. The net density of the proposed preliminary plat is 2.32 dwelling units per acre. The proposed preliminary plat provides for a range of single family lot widths to encourage diversity in single family housing within the subdivision and overall housing supply within the City. The proposed development is consistent with the policies of the 2023 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject property is a single parcel that was subdivided at one time from the exception parcel abutting McAllister Avenue, which is not included as part of the proposed plat. The subject property is surrounded by the existing and planned uses shown in the table below. The proposed preliminary plat will be consistent with the character of the area and compatible with existing and planned surrounding land uses. Direction Land Use Plan Zoning Map Existing Use North LD Residential A-1 District Cultivated field East Industrial A-1 District Cultivated field South LD Residential A-1 District Rural single family West LD Residential R-4 District Otsego Preserve 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with the provisions of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 3 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject property is to accessed from 70th Street (CSAH 38) via McAllister Avenue, which is to be improved to an interim collector street standard as part of the development. Secondary access will occur at 66th Street to be extended from Otsego Preserve and future street connections to the abutting properties to the north and south. The streets accessing the proposed preliminary plat have adequate capacity to accommodate traffic generated by the development. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The proposed preliminary plat is within the West Sewer District and the City has in-place utilities and services planned for as part of the 2023 Comprehensive Plan. The proposed development will not overburden the City’s service capacity. McAllister Avenue. The primary access to the proposed preliminary plat is to be from 70th Street (CSAH 38) via McAllister Avenue. McAllister Avenue is an existing gravel roadway with ditches on either side within a prescriptive 66 foot wide easement. The Transportation Plan designates McAllister Avenue as a Commercial-Industrial Major Collector street. Major Collector streets serve to gather traffic from adjacent neighborhoods and carry it to other Major Collector or Arterial streets such as 70th Street (CSAH 38). The developer will be required to improve McAllister Avenue including pavement from the south line of the preliminary plat to 70th Street (CSAH 38). This will include dedication of 40 feet of right-of-way for the west half of McAllister Avenue abutting the subject property. The developer will pave the travel lanes for the street as well as curb, boulevard west side of the improved street. City owned property for Watertower #4 and the planned Southcentral Water Treatment Plant abut the north one-quarter mile of the east side of McAllister Avenue. The City will provide the developer credits for utility fees for proportional improvement of the east side of McAllister Avenue to include the paved shoulder, curb and gutter, and a right turn lane at 70th Street (CSAH 38). The section of the east side of McAllister Avenue south of 67th Street will remain with a gravel shoulder and ditch until the abutting property to the east is subdivided. Some traffic from the development may elect to use the gravel roadway, which the City will need to monitor for maintenance purposes. 4 67th Street. Before development of the Zimmer Farms and Remington Coves plats, 67th Street extended between MacIver Avenue and McAllister Avenue along a quarter section line that forms the north line of the subject property. The roadway across the north line of the subject property and abutting property to the north was removed with the platting of Remington Coves but the right-of-way was not vacated. It is expected that 67th Street will be continued from the its current terminus at the east line of Remington Coves through the abutting property to the north with development of that parcel. The existing right-of-way within the subject site for 67th Street no longer serves a public purposed based on the Remington Cove plat and proposed preliminary plat. Vacation of the right-of-way within the subject site is appropriate. East of McAllister Avenue, 67th Street continues along the quarter section line before turning north to intersect 70th Street (CSAH 38) as Nadala Avenue. This segment of street abuts City owned property and provides access to one single family dwelling. City staff expects that when the properties to the south of 67th Street and east of Nadala Avenue, 67th Street and Nadala Avenue may be vacated in whole or in part in favor of a more efficient street layout that provides internal access to more properties to be developed with industrial uses. The likely future vacation of 67th Street east of McAllister Avenue is noted with regards to the spacing of intersections onto McAllister Avenue. The preliminary plat proposes extension of 66th Street from Otsego Preserve to intersect McAllister Avenue 247 feet south of the quarter section line (or centerline of 67th Street). This is approximately one-half of the intersection spacing required by Section 10-8-5.B.4.c of the Subdivision Ordinance. With the low volume of traffic using 67th Street east of McAllister Avenue and likelihood for the street to be vacated and relocated in the future, the present off-set of the 66th Street and 67th Street intersections to McAllister Avenue will not cause issue. Local Streets. The layout for local streets internal to the proposed the preliminary plat are logically related to the topography and surrounding physical barriers so as to result in usable lots, reasonable grades, and to discourage through traffic. There are no cul-de-sac streets within the proposed preliminary plat. All of the local streets will be public and designed with 60 foot rights-of-way as required by Section 10-8-5.B.1 of the Subdivision Ordinance A connection is to be made to the existing temporary cul-de-sac at 66th Street within Otsego Preserve abutting the subject property. The developer is required to remove the temporary cul- de-sac and restore the yards and driveways within the right-of-way and temporary cul-de-sac easement. Section 8-8-4 of the City Code specifies installation of street lighting for new subdivisions at the corners of intersecting streets, midblock locations for blocks longer than 900 feet, and the terminus ends of cul-de-sac streets. The number and location of proposed street lights and street signs is to be subject to review and approval of the City Engineer. All street design and construction plans, lighting, and signs are subject to review and approval of the City Engineer. 5 Street names are to be assigned in accordance with the Wright County grid system and Section 10-8-5.B.13 of the Subdivision Ordinance, subject to review and approval of City staff. Pedestrians. Section 10-8-5.D of the Subdivision Ordinance establishes requirements for sidewalks and trails within proposed subdivisions. A five foot wide sidewalk is to be provided on one side of all local streets (not including cul-de- sacs). The submitted plans illustrate extension of the existing sidewalk on the north side of 66th Street within Otsego Preserve being extended along the north side of Street 1 within the preliminary plat. A five foot concrete sidewalk is also included on one side of all other streets. The planned section for McAllister Avenue above is to include a trail on the west side of the roadway that will eventually extend between 60th Street (CR 137) and 70th Street (CSAH 38) creating a connection as part of the overall trail system. The prescriptive easement north and south of the subject property and in front of the exception parcel is not sufficient to locate the permanent trail. City staff, including the Parks and Recreation Department, are recommending that the trail be constructed adjacent to the subject property and the exception parcel with the final plat. The boulevard at the exception parcel may need to be temporarily reduced in width until that property is also subdivided an additional right-of-way acquired. The trail segments to the north and south of the subject property would be constructed with those properties develop or the City obtains necessary right-of-way through other means. All plans for sidewalks and trails are subject to review and approval of the City Engineer. Blocks. Section 10-8-3.A of the Subdivision Ordinance establishes that blocks within a subdivision are to be a minimum of 300 feet and not more than 1,200 feet in length. Block 1 is the only block within the proposed preliminary plat that does not comply with this requirement. The preliminary plat must be revised to extend either or both of Streets 2 and 3 through Block 1 to provide for future connection to the abutting property to the north to comply with maximum block length standard. Street connection(s) to the abutting property to the north will also allow for distribution of traffic and circulation between neighborhoods for residents, service vehicles, and emergency access as required by Section 10-8-5.A.7 of the Subdivision Ordinance. Lot Requirements. Section 11-66-6.A of the Zoning Ordinance requires single family lots within the R-5 District to be a minimum of 9,000 square feet in area and 60 feet (90 feet for corner lots) in width. The 2023 Comprehensive Plan encourages development of a range of lot area and widths within a single subdivision to provide for diversity in single family housing options. The preliminary plat includes 74 lots that are a minimum of 65 feet in width and six lots that area minimum of 75 feet in width. The smallest lot is 8,810 square feet in area. 6 Consistent with the recommendations of the 2023 Comprehensive Plan, the 9,625 square foot mean lot area and 10,302 square foot median lot area for the single family lots within the preliminary plat exceed the minimum area requirement of the R-5 District. Corner lots are also increased in width to allow for the same building envelope in consideration of the increased setback requirement for the side yard abutting the public right-of-way. Setbacks. The table below specifies the principal building setback requirements of the R-5 District as provided for in Section 11-66-6.C of the Zoning Ordinance and the wetland setback established by Section 11-16-5.F.4.b of the Zoning Ordinance. The setbacks shown on the preliminary plat comply with the minimum requirements of the Zoning Ordinance. Local ROW Interior Side Interior Rear McAllister Avenue Wetland Buffer 25ft. house 30ft. garage 7ft. 20ft. 65ft. 20ft. Landscaping. Section 11-19-2.B.2 of the Zoning Ordinance requires that two shade trees be provided for each lot, one of which must be in the front yard, at the time of house construction. The trees required in the front yard required to be planted be outside of the public right-of- way. Section 11-19-3.B requires that lots abutting collector and arterial streets provide a landscape buffer yard. The side yards of Lot 18, Block 1 and Lot 1, Block 4 abut McAllister Avenue and are subject to the buffer yard requirements. The submitted landscape plan includes the buffer yard plantings with the required size and number of plants and appropriate plant types. Grading. The developer has submitted plans for grading, drainage, and erosion control plans for development of the preliminary plat. The developer has also submitted a wetland delineation and wetland impact plan for the proposed preliminary plat. Wetlands to be preserved are required by Section 11-16-5.F of the Zoning Ordinance to be protected by a 20 foot buffer with the wetland and wetland buffer platted within an outlot deeded to the City. All grading, drainage, wetland impacts, and erosion control issues are subject to review and approval of the City Engineer. The developer will be required to pay a Stormwater Impact Fee for Otsego Creek at the time of final plat approval. 7 Utilities. The subject property is within the West Sewer District with sewer and water utilities available at the west plat line. The developer has submitted plans for extension of sewer and water utilities for the preliminary plat to serve the proposed lots within the preliminary plat. The City is in the process of expanding the water utility system to include drinking water treatment. This improvement involves future construction of a Water Treatment Plant to be located at the southeast corner of 70th Street (CSAH 38) and McAllister Avenue, adjacent to Watertower #4. The Water System Master Plan requires acquisition of land for a future well at the southwest corner of the subject property. A raw water pipe will be extended from this well to the Water Treatment Plant to the northeast. The needs of the City’s water system will require the preliminary plat to be revised to provide a lot to be deeded to the City for the future well and incorporation of the raw water line within the utility plan. The developer will be compensated for the land acquisition and trunk raw water main through utility fee credits. All utility plans are subject to review and approval of the City Engineer. The parcel to be acquired by the City for the future drinking water well will also be subject to review and approval of the City Engineer. Payment of utility availability charges are due at the time of final plat approval and payment of utility connection charges are due at the time a building permit is issued for each lot in accordance with Title 6, Section 1 of the City Code. Easements. Section 10-18-12.A of the Subdivision Ordinance requires 10 foot drainage and utility easements at the perimeter of all lots (overlying side lot lines), as well as over any stormwater management facilities, wetlands, and wetland buffers not platted within outlots deeded to the City. The preliminary plat provides for dedication of required easements, which are to be subject to review and approval of the City Engineer. Outlots. The preliminary plat includes five outlots as shown below. Outlots A, B, C, and D are to be deeded to the City for stormwater management purposes in accordance with Section 10-8- 12.D of the Subdivision Ordinance. Outlot Purpose Ownership A, B, C, D Wetlands, wetland buffer storm basin Deed to City E Future development Developer The preliminary plat includes a sketch plan for future development of Outlot E. It is recommended that the outlot be platted as two separate outlots for the potential future lots with dedication of right-of-way for the street illustrated on the sketch plan. Because of the access limitations and spacing requirements onto McAllister Avenue as collector street, having the right-of-way dedicated for this potential future street will allow greater flexibility for development of parcels to the south of the subject property. 8 Park Dedication. Section 10-8-15.A of the Subdivision Ordinance requires subdividers to dedicate a reasonable portion of the buildable land within a proposed preliminary plat for public use as parks or open space. The City may also choose to accept an equivalent amount in cash for part or all of the land required to be dedicated. The subject property is within the service area for Zimmer Farm Park and Billette Field to the west on the boundary of the Otsego Preserve and Zimmer Farm neighborhoods. The Future Parks and Trails Map does not identify acquisition of land from the subject property for park facilities Park dedication requirements for the proposed subdivision are to be satisfied as a cash fee in lieu of land at the time of final plat approval. Exception Parcel. The exception parcel abutting McAllister Avenue (PID 118-500-311301) is not included in the preliminary plat as noted above. The submitted plans do provide for a street stub east of Street 3 to the west line of the exception parcel to allow for future subdivision with extension of streets and utilities. The sketch plan illustrates that the street would be extended through the exception parcel to intersect McAllister Avenue. With the area to the east of McAllister Avenue planned for future industrial land uses, there is an interest in limiting access points to the collector street and also providing area for landscape buffering. As such, City staff recommend that the sketch plan for the exception parcel be revised to terminate as a cul-de-sac and not intersect McAllister Avenue. RECOMMENDATION The proposed Meadow Haven preliminary plat is consistent with the goals and policies of the 2023 Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends approval of applications as outlined below. POSSIBLE ACTIONS Motion to recommend approval of a Zoning Map amendment rezoning the subject property to R-5 District; a Planned Unit Development-Conditional Use Permit; and preliminary plat of Meadow Haven, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 9 2. All right-of-way dedication, street design and construction plans, street lighting, sidewalks, trails, and street names shall be subject to review and approval of the City Engineer. 3. McAllister Avenue: a. The developer shall dedicate 40 feet of right-of-way for the west half of McAllister Avenue abutting the preliminary plat. b. The developer shall at their cost improve McAllister Avenue from the south line of the preliminary plat to 70th Street (CSAH 38) to a minor collector section as determined by the City Engineer. c. The developer shall receive utility fee credits as determined by the City for the portion of the east half of McAllister Avenue abutting the City owned Watertower #4 and South Central Water Treatment Plant property. d. The improvement of McAllister Avenue abutting the subject property and PID 118-500-311301 shall include a 10-foot bituminous trail. 4. The City Council shall consider a resolution approving vacation of 67th Street along the north line of the preliminary plat at the time of final plat application. 5. All lots within the preliminary plat shall comply with the following setbacks: Local ROW Interior Side Interior Rear McAllister Avenue Wetland Buffer 25ft. house 30ft. garage 7ft. 20ft. 65ft. 20ft. 6. The preliminary plat shall be revised to extend either or both of Street 2 and Street 3 through Block 1 to provide for future street connection(s) to the abutting property to the north. 7. All grading, drainage, wetland impacts, and erosion control issues shall be subject to review and approval of the City Engineer. 8. The developer shall pay a Stormwater Impact Fee for Otsego Creek at the time of final plat approval. 10 9. Trunk Water System: a. The preliminary plat shall be revised to provide for acquisition of land by the City for a future water utility well. b. The utility plan for the preliminary plat shall incorporate a raw water main extension to between the future water utility well and McAllister Avenue. c. The developer will receive financial credit for the value of the property acquired and cost of construction related to the well and raw water main. 10. All utility plans shall be subject to review and approval of the City Engineer. 11. All drainage and utility easements shall be subject to review and approval of the City Engineer. 12. Outlot A, B, C, and D shall be deeded to the City for stormwater management purposes. 13. Outlot E shall be revised as two outlots encompassing potential future lots with dedication of right-of-way as illustrated on the sketch plan with the current plat. 14. Park dedication requirements shall be satisfied as payment of a cash fee in lieu of land dedication at the time of final plat approval. 15. The sketch plan for PID 118-500-311301 shall be revised to terminate as a cul-de-sac and not intersect McAllister Avenue. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Meadow Haven Preliminary Plat 921 ft Overview Legend Highways Interstate State Highway US Highway Roads City/Township Limits c t Parcels Torrens !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!W2E5E2E3456738456742456742456736456739456719§¨¦94456737456718E4456738W1")137")137E1W3URBAN SERVICESTAGING PLAN00.510.25MilesÉLEGENDRural ResidentialLong Range Urban Service AreaUrban Service Expansion AreaSewer DistrictK:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprensive Plan 2012\Urban Service Staging PlanDISCLAIMER:This product is for informational purposes and may not have beenprepared for, or be suitable for legal, engineering, or surveyingpurposes. Users of this information should review or consult theprimary data and information sources to ascertain the usabilityof the information.COMPREHENSIVE PLAN 2023ADOPTED:AMENDED:Res 2023-52, 14 August 2025Res 2025-60, 10 November 2025 456738456738456742456742456742456742456736456739456739456739456719456719§¨¦94456737456718EF137456738FUTURE LAND USE PLAN00.510.25MilesÉK:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprensive Plan 2012\Future Land Use MapDISCLAIMER:This product is for informational purposes and may not have beenprepared for, or be suitable for legal, engineering, or surveyingpurposes. Users of this information should review or consult theprimary data and information sources to ascertain the usabilityof the information. LEGENDPlanning DistrictsRuralRural ResidentialLD Residential (Large Lot)LD ResidentialLMD ResidentialMHD ResidentialMixed UseCommercialOfficeIndustrialLight IndustrialPublic/Quasi PublicCOMPREHENSIVE PLAN 2023ADOPTED:AMENDED:Res 2023-52,14 Aug 23Res 2024-52, 22 Jul 24 456738456738456742456742456742456742456736456739456739456739456719456719§¨¦94456737456718")137456738")137TRANSPORTATIONPLAN00.510.25 MilesÉLEGENDC/I MAJOR COLLECTORPROPOSEDC/I MINOR COLLECTORPROPOSEDRESIDENTIAL MAJOR COLLECTORPROPOSEDRESIDENTIAL MINOR COLLECTORPROPOSEDMINOR ARTERIALPROPOSEDPARKWAYPRINCIPAL ARTERIALFUTURE MINOR ARTERIALDISCLAIMER:This product is for informational purposes and may not have beenprepared for, or be suitable for legal, engineering, or surveyingpurposes. Users of this information should review or consult theprimary data and information sources to ascertain the usabilityof the information.K:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprehensive Plan 2012\Transportation PlanCOMPREHENSIVE PLAN 2023ADOPTED:AMENDED:Res 2023-52, 14 August 2023Res 2025-60, 10 November 2025 456738456738456742456742456742456742456736456739456739456739456719456719§¨¦94456737456718EF137EF137456738ç|ÿlç|ÿlFUTURE PARKAND TRAIL SYSTEM00.510.25 MilesÉLEGENDExisting TrailExisting SidewalkRegional TrailFuture Bituminous TrailFuture Greenway CorridorFuture Neighborhood ParkRiver AccessPark Search AreaParkK:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprehensive Plan 2012\Future Parks and Trail SystemDISCLAIMER:This product is for informational purposes and may not have beenprepared for, or be suitable for legal, engineering, or surveyingpurposes. Users of this information should review or consult theprimary data and information sources to ascertain the usabilityof the information.COMPREHENSIVE PLAN 2023ADOPTED:AMENDED:Res 2023-52, 14 August 2023 PRELIMINARY PLAT, GRADING, UTILITIES,STREETS, AND LANDSCAPEN:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-CVP01.DWGMEADOW HAVEN© 2026 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSMEADOW HAVENOTSEGO, MNPREPARED FOR:SUMMERGATE COMPANIES LLC17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.... .... .................FORFORPRELIMINARY PLAT, GRADING, UTILITIES,STREETS, AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0052504.00CONTACT: THOMAS D. DESUTTERPhone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150PRELIMINARY PLANSMEADOW HAVENOTSEGO, MNFORFORINITIAL SUBMITTAL DATE: 02/02/26 SHEET: 01 OF 24PROJECT NUMBER: 0052504.00SITESHEETNUMBERSHEET TITLE01 COVER02 EXISTING CONDITIONS03 PRELIMINARY PLAT04OVERALL PRELIMINARY GRADING, DRAINAGE ANDEROSION CONTROL05PRELIMINARY GRADING DRAINAGE AND EROSIONCONTROL06PRELIMINARY GRADING DRAINAGE AND EROSIONCONTROL07MCALLISTER IMPROVEMENT PLAN08PRELIMINARY UTILITY PLAN09PRELIMINARY UTILITY PLAN10STREET PROFILES11STREET PROFILES12DETAILS13DETAILS14DETAILS15DETAILS16 HOLD DOWN DETAILS17OVERALL PRELIMINARY TREE PRESERVATION PLAN18PRELIMINARY TREE PRESERVATION PLAN19PRELIMINARY TREE PRESERVATION PLAN20 PRELIMINARY TREE PRESERVATION DATA21OVERALL PRELIMINARY LANDSCAPE PLAN22PRELIMINARY LANDSCAPE PLAN23 PRELIMINARY LANDSCAPE PLAN24PRELIMINARY LANDSCAPE NOTES & DETAILS 9500950950950950950950950950950950950950 960960960 960960960960960960960946946946946946946946946946946946946 946948948948948948948948948 948948948948952952952 952 952 952952952952952952952952952954954954954954954954954954954954 954954954954954954954954956956956956956956956 956956956956956956 9569569589589589589589589589589958 958 95895896 2 962962962962962964964964966966966968968950950960948948952954956 958962964947.20USTFC 18INTTTSXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOH POPOHSANSANNWATWATWATWATN00°00'26"W 327.42S89°54'53"W 430.63N89°54'53"E 430.63N00°00'26"W 413.37S89°57'25"W 1333.21S00°06'51"E 1312.46N89°54'53"E 1330.76N00°00'26"W 570.69E X C E P T I O N430.63327.42898.11N. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 31S. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 31W. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 31E. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 31N. LINE OF THE SOUTH 898.11 FT OFTHE SW 1/4 OF THE NE 1/4 OF SEC. 31S. LINE OF THE NORTH 327.42 FT OF THE SOUTH898.11 FT OF THE SW 1/4 OF THE NE 1/4 OF SEC. 31W. LINE OF THE EAST 430.63 FT OF THESW 1/4 OF THE NE 1/4 OF SEC. 31FD. 1/2 IN OPENFD. 1/2 IN OPENFD. LS #7439FD. LS #7439FD. LS #7439FD. 1/2 IN OPENFD. 1/2 IN OPENFD. 1/2 IN OPENFD. 1/2 IN OPENFD. T-POSTFD. T-POSTOTSEGO TOWNSHIP ROAD MAPPER DOC NO. A404209(DESCRIPTION 38)OTSEGO TOWNSHIP ROADMAP PER DOC NO. A404209(DESCRIPTION 42)33R/W33R/W33R/W33R/W66R/W66R/W60R/WMCALLISTER AVENUE NE(PUBLIC STREET)66THSTREET NE(PUBLICSTREET)67TH STREET NE0.4±FENCE IS ON OR SOUTHERLYOF PROPERTY LINEFENCE IS ON OR NORTHOF PROPERTY LINE0.2±PID: 118-500-311300TIMOTHY & ELAINE MAHERPID: 118-500-311301JOSEPH POULIOTPID: 118-500-314201RANDAL & AMY BARTHELPID: 118-500-314202RANDAL & AMY BARTHELPID: 118-194-004080JEREMY & MALENIE HANSENPID: 118-194-004070MASON & RHAYA BENEDICTPID: 118-194-004060CLINTON & KAITLAN ALLENPID: 118-194-004050LUKE EHOFF & VANESSATENNEYPID: 118-194-004040TIMOTHY & GENEVIEVEMYERSPID: 118-194-004030SAVANNAH & DUSTINPARKSPID: 118-194-004020MICHELLE URAIPID: 118-194-004010MATTHEW & JENNIFERDEBETTIGNIESPID: 118-194-002070JENNIFER & THOMASWOJACKPID: 118-222-004110PATRICK GRIFFINPID: 118-500-311200JOHN KOLLESPID: 118-500-311400JOHN KOLLES26.0±28.4±2.3±PROPOSED RIGHT OF WAY W/INCONDITIONAL USE PERMIT PERDOC NO. A880860PROPOSED RIGHT OF WAY W/INCONDITIONAL USE PERMIT PERDOC NO. A880860N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00S-EX01.DWG2402PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENEXISTING CONDITIONS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26ERNEST M. WIRTZ JR.6311902/02/26SUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com80.000001'16' OR 8'0'80' 160' 240'1" = 80'..........PROPERTY DESCRIPTIONThe following information was provided in Land Title, Inc., Issuing Agent for Old RepublicNational Title Insurance Company, File Number 695396, which has an effective date of April 26,2024 at 7:00 AM:The Southwest Quarter of the Northeast Quarter of Section 31, Township 121, Range 23,EXCEPT the North 327.42 feet of the South 898.11 feet of the East 430.63 feet of theSouthwest Quarter of the Northeast Quarter of Section 31, Township 121, Range 23, WrightCounty, Minnesota.Abstract Property.GENERAL NOTES1. Bearings of property lines shown hereon are based on the Wright County coordinatesystem, (NAD 83 - 2011 Control Adjustment).2. Lengths of lines and distances between features are measured in US-Survey Feet.3. Elevations and ground contours shown hereon are relative to the NGVD29 vertical datumand are relative to Benchmark MNDT 8680B which has an elevation of 945.22'.GUY WIREFLARED END SECTIONSANITARY MANHOLECATCH BASINPOWER POLESIGNWETLANDSTEEL/WOOD POSTPOWER OVERHEADWATERMAINSANITARY SEWERSTORM SEWERGATE VALVEHYDRANTTELEPHONE BOXLEGENDFENCE LINEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT TREE LINEPOHSANSTOWATSTXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINEFLARED END SECTION 75.5075.5076.0265.5565.50 65.5065.5065.5065.5075.5275.0075.5085.0070.0072.3567.4167.4167.4166.0085.0071.4068.0085.9967.0067.0067.0067.0068.6968.8268.2968.4368.0985.0065.5065.5065.5085.0068.0068.0065.8065.8065.8065.8065.8065.8065.8065.8065.8065.8387.4070.0072.4072.4072.5385.0070.0070.00 70.0070.0070.0070.0069.3869.0112345678910111213123456123456789101234561234567891234567891011121314151617181920212223241234165.5065.5065.5065.5065.5065.5065.501415161723456790.2067.05 66.75 66.75 66.75 123.3390.2066.90 66.75 66.75 66.75123.4888.9566.7566.7566.7566.75123.78OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT E1 233456679,170 sf9,170 sf9,170 sf10,121 sf11,004 sf10,541 sf10,335 sf10,629 sf10,989 sf12,177 sf8,904 sf11,257 sf9,008 sf9,008 sf9,450 sf9,450 sf9,450 sf9,987 sf10,364 sf9,537 sf9,635 sf9,921 sf10,434 sf9,919 sf146,697 sf11,533 sf11,201 sf11,722 sf10,743 sf8,810 sf8,810 sf8,810 sf8,810 sf9,245 sf9,212 sf9,212 sf9,212 sf9,212 sf11,566 sf9,212 sf63,667 sf9,212 sf9,864 sf9,212 sf9,422 sf9,491 sf9,170 sf9,170 sf9,798 sf12,732 sf13,048 sf10,477 sf14,150 sf9,887 sf9,170 sf12,394 sf12,171 sf8,811 sf8,811 sf8,811 sf16,328 sf8,811 sf12,057 sf10,196 sf10,199 sf10,220 sf11,982 sf11,868 sf9,463 sf9,454 sf12,161 sf164,212 sf9,856 sf121159128666665128140656665558514055856270135 407566135 6313332756 83897413113627816262622314066921341409236548658201271736681136132686881132132136813270 70 70704713570 7070 70 621351351358142132583913436632413422237083132692814038691406136139587249758581421267 67 67 6716354100168114901371411081311267 67 67 67 759713113113113119460135266666666666666666666661431016838286666666666665714014014014014066114016014096714022818138416031135727613713558134169114540696197866666577100784914032656666361401402749142347522162 183143 6061403524069967286134 60 134356565656613562656613513513513529676767671201329013085351167676767124401321321321321288615063767072727385601358235340141817372727085141141186571141137627 641314111,236 sf11,897 sf15,199 sf262,748 sfSTREET 3STREET 1STREET 2STREET 2STREET 3STREET 1STREET 5STREET 41 49131611912322,828 sf71,579 sf186 3854010011528 39221865.509,395 sf50,649 sf5865658616,640 sf9,080 sf8,842 sf8,842 sf8,843 sf8,842 sf40R/W40R/W40R/W40R/W60R/W 28B-B 60R/W28B-B60R/W28B-B60R/W28B-BR/W to be vacated5' Sidewalk5' Sidewalk5' Sidewalk5' SidewalkWetland Fill=3,773 sfWetland Fill=15,208 sfWetland Fill=636 sfWetland Fill=3,519 sfWetland Fill=3,971 sfPondPondPondPOTENTIAL FUTURE DEVELOPMENT6565CENTERLINE OF A 66 FT R/W OF MCALLISTER AVE NE PEROTSEGO TOWNSHIP ROAD MAP PER DOC NO. A4042093333N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00S-PP01.DWG2403PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY PLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com80'16' OR 8'0'80' 160' 240'1" = 80'..........xEXISTING ZONING: xGROSS SITE AREA: 36.88 AC EXISTING WETLANDS TO REMAIN: 3.68 ACWETLAND BUFFERS: 2.32 ACxNET SITE AREA: 30.88 ACxDEVELOPMENT SUMMARYTOTAL SINGLE FAMILY HOMES 80 LOTSxPROJECT DENSITY: GROSS: MINIMUM LOT AREASITE DEVELOPMENT DATA LOT STANDARDS: SINGLE FAMILY1. 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 UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLICUTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS.5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDMEAN LOT AREA (all lots)MINIMUM LOT WIDTHMINIMUM LOT DEPTHSETBACKSFRONT (GARAGE, HOME)SIDE INTERIOR LOTSIDE CORNER LOTREARSTANDARDSINGLE FAMILY(65' & 75' LOTS)8,810 SF9,635 SF65' @ FRT SBK130'30', 25'7' / 7'; 14' TOTAL25'20'OUTLOT TABLEOUTLOTAGROSSAREAUSE OWNERSHIPWETLAND / PONDINGCITY 1.16 ACBCITYTYPICAL SINGLE FAMILY (SF)LOT DETAIL10'5'10'7'25'20'5'65'/75'65'/75'130'130'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDINGSETBACK LINELOT NUMBERREAR BUILDINGSETBACKLOT LINEX,XXX SFLOT AREA±2.17 UN/AC±2.59 UN/ACCCITYDWETLANDSBK TO MCALLISTER AVE NE 65'WETLAND BUFFER10' MIN / 20' AVGWETLAND / PONDINGWETLAND / PONDINGxPROPOSED ZONING: R-5; CUP65' SF HOMES 74 LOTS75' SF HOMES (B1L1-3; B2L1-3) 6 LOTS NET: MEDIAN LOT AREA (all lots) 10,302 SFCORNER LOT WIDTH 83'BUFFER STRUCTURE SETBACK 20'E DEVELOPERFUTURE DEVELOPMENT1.46 AC3.37 AC3.77 AC1.64 ACA-2; AGRICULTURAL-LONGRANGE URBAN SERVICE AREACITY75' @ FRT SBK20 ft Wetland Buffer(10 ft min/20 ft avg)20 ft Wetland Buffer(10 ft min/20 ft avg) 950950950950950950950950950950950950950950 950950950950950 960960960 960960960 960960960960960944944946946946946946946946946946946946946 946946946948948948948948948948 948948 948948948948948948948948 8952952952 952952952 952 952952952952952952952952952952952952952952954 954954954954954954954954954954954954954954 954954954954954954954954 954954954954 956956956956956956956956956956956956956 956 9569569569569958958958958958958958958958958 958 958958958958962962 962962962962962964964964964964966966966966968968950950960948948952954956 95896296467TH STREET NE66TH STREET NE64TH SMCALLISTER AVENUE NEMCALLISTER AVENUE NE947.20USTFC 18INTIE=954.74IE=947.93TTSEX-MHRE = 954.49EX-MHRE = 951.71EX-MHRE = 951.66SEX-MHRE = 965.06SEX-MHRE = 964.18EX-MHRE = 963.13EX-MHRE = 963.17XXXXXXXXXXXXXXXXXPOHPOHPOH POHPOHPOHPOHPOHPOH POHPOH POHPOHPOH POHPOHPOHPOHPOHRE=954.49IE=938.99 (E/W)SANSANWATWATWATN00°00'26"W 327.42S89°54'53"W 430.63N89°54'53"E 430.63N00°00'26"W 413.37S89°57'25"W 1333.21S00°06'51"E 1312.46N89°54'53"E 1330.76N00°00'26"W 570.6912345678910111213123456123456789101234561234567891234567891011121314151617181920212223241234114151617234567OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT E1 23345667STREET 3STREET 1STREET 2STREET 2STREET 3STREET 1STREET 5STREET 41 18S0123456789101112131415LP 0+96.26ELEV 954.20HP 9+53.19ELEV 959.94012345678910111201234567891001012345LP 3+61.26ELEV 953.870.61%1.24%LP 4+85.01ELEV 952.201.72%0.60%LP 5+41.30ELEV 953.880.65%0.60%958.3950.1R958.3959.3951.1R959.3960.0951.8R960.0960.8952.6R960.8961.6954.7R(2)962.9961.9953.7R961.9961.6953.4R961.6961.2953.0R961.2961.0954.1LO(2)957.3960.3957.1SEWO957.1960.4957.2SEWO957.2959.3956.1SEWO956.1958.7955.5SEWO955.5958.2955.0SEWO955.0957.7955.2SEWO(1)955.2957.3954.8SEWO(1)954.8957.3954.8SEWO(1)954.8956.7948.5R956.7956.8948.6R956.8957.3950.4R(2)958.6957.7950.2R(1)958.4958.2950.0R958.2958.7950.5R958.7960.0951.8R960.0960.4952.2R960.4961.1952.9R961.1961.6953.4R961.6959.6951.4LO954.6958.5951.0LO(1)954.2957.6950.7LO(2)953.9960.3952.1R960.3959.3951.1R959.3957.4954.2SEWO954.2958.6955.4SEWO955.4957.7954.5SEWO954.5956.8953.6SEWO953.6955.9952.7SEWO952.7955.2948.3LO(2)951.5955.2948.3LO(2)951.5955.8948.3LO(1)951.5955.8948.3LO(1)951.5956.5948.3LO951.5956.5948.3LO951.5957.0948.8R957.0957.4949.2R957.4957.8949.6LO952.8958.3950.1LO953.3956.1952.9SEWO952.9956.5953.3SEWO953.3957.4949.2R957.4956.8948.6R956.8955.8947.6R955.8956.1947.9R956.1956.6948.4R956.6957.0948.8R957.0957.5949.3R957.5956.0952.8SEWO952.8956.3953.1SEWO953.1956.7953.5SEWO953.5958.2955.0SEWO955.0957.7954.5SEWO954.5957.2954.0SEWO954.0956.8953.6SEWO953.6956.3953.1SEWO953.1955.9952.7SEWO952.7956.3953.1SEWO953.1956.6953.4SEWO953.4957.0953.8SEWO953.8957.5949.3R957.5958.7955.5SEWO955.5958.3955.1SEWO955.1957.9954.7SEWO954.7957.5954.3SEWO954.3957.0953.8SEWO953.8956.5953.3SEWO953.3956.4953.2SEWO953.2956.1954.2SEWO(2)954.2958.3950.1R958.3958.3950.1R958.301012345LP 4+85.01ELEV 952.2001234567891011122.00%2.00%0.69%0.69%1.31%1.31%LP 0+96.26ELEV 954.20HP 9+53.19ELEV 959.9401234567891011121314150.65%0.65%0.60%0.60%LP 5+41.30ELEV 953.880123456789100.00%950952948LP 3+61.26ELEV 953.87POST-S F POST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOST-S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOND 1OUTLET: 948.0BOTT: 938.0100YR HWL: 949.7EOF: 950.5WETLAND 2OUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5WETLAND 3OUTLET: 949.0BOTT: 943.0100 YR HWL: 949.5EOF: 949.0WETLAND 1AOUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5EX. WETLAND 1EX. 100YR HWL: 950.0PR. 100YR HWL: 949.3EOF: 949.0EX. POND P1 (AS-BUILT)OUTLET: 945.0EX. 100YR HWL: 946.8PR. 100YR HWL: 946.8953.20953.88POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF55.555.856.556.155.855.455.455.856.356.757.257.757.557.356.956.456.055.755.755.155.156.055.655.355.355.656.156.557.857.457.056.556.055.455.456.3 56.8 57.2 57.756.356.857.257.758.258.859.459.860.360.761.161.160.359.558.8 57.8 59.559.960.658.856.455.456.357.258.159.158.0 57.1 55.3EOF51.5EOF50.5EOF50.56789101112131415161718192021222324LP 8+64.68ELEV 953.46HP 14+42.26ELEV 960.62LP 17+05.49ELEV 959.28HP 20+41.48ELEV 960.92956.7954.8SEWO(2)954.855.855.9 LAF = 950.8LAF = 951.2LAF = 951.2LAF = 951.2LAF = 954.0POND 4OUTLET: 950.0BOTT: 941.0100YR HWL: 952.5EOF: 953.5LAF: 951.2LAF: 952.9POND 3OUTLET: 949.0BOTT: 939.0100YR HWL: 951.4EOF: 951.5LAF = 948.3EX. WETLAND BOUTLET: 944.6EX. 100YR HWL: 946.6PR. 100YR HWL: 945.9LAF = 947.4POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF SFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSF N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-GDP01.DWG2404PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENOVERALL PRELIMINARYGRADING, DRAINAGEAND EROSION CONTROL17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100' 200' 300'1" = 100'..........GRADING & DRAINAGE NOTES1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.VARIESLAST REVISED:08/15/17TYPICAL LOTGD25AINDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.699980.0987.8SEWO989.2991.0987.8DRIVEWAYLOT CORNER ELEVATIONCUSTOMSEWO = SPLIT ENTRY WALKOUT, GRADED FOR 3.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUTFRONT GROUND GRADEAT GARAGE DOORNOTE:1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR 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 NOTESSEE SHEET 05SEE SHEET 06R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.5' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR. WETLAND 1AOUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5950950950095960960960960948948948948952952952952952952952954954954954954954954954954954954 954954956956956956956956956958958958958958962962962962962964964964966966966968968950950960948948952954956 95896296466TH STREET NEMCALLISTER AVENUE NE947.20USTFC 18INIE=947.93TTSEX-MHRE = 954.49POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOH POHRE=954.49IE=938.99 (E/W)SANSANWATWATWATN00°00'26"W 327.42S89°54'53"W 430.63N89°54'53"E 430.63N00°00'26"W 413.37S89°57'25"W 1333.21S00°06'51"E 1312.4612345678910111213123456123123123456789101112131415114151617234567OUTLOT AOUTLOT BOUTLOT C1 234STREET 3STREET 1STREET 2STREET 1STREET 41 18S0123456789101112131415LP 0+96.26ELEV 954.20HP 9+53.19ELEV 959.9401234567012345601LP 4+85.01ELEV 952.201.72%0.60%LP 5+41.30ELEV 953.880.65%0.60%958.3950.1R958.3959.3951.1R959.3960.0951.8R960.0960.8952.6R960.8961.6954.7R(2)962.9961.9953.7R961.9961.6953.4R961.6961.2953.0R961.2961.0954.1LO(2)957.3960.3957.1SEWO957.1960.4957.2SEWO957.2959.3956.1SEWO956.1958.7955.5SEWO955.5958.2955.0SEWO955.0957.7955.2SEWO(1)955.2957.3954.8SEWO(1)954.8957.3954.8SEWO(1)954.8956.7948.5R956.7956.8948.6R956.8957.3950.4R(2)958.6957.7950.2R(1)958.4958.2950.0R958.2958.7950.5R958.7960.0951.8R960.0960.4952.2R960.4961.1952.9R961.1961.6953.4R961.6959.6951.4LO954.6958.5951.0LO(1)954.2957.6950.7LO(2)953.9960.3952.1R960.3959.3951.1R959.3957.4954.2SEWO954.2958.6955.4SEWO955.4957.7954.5SEWO954.5956.8953.6SEWO953.6955.9952.7SEWO952.7955.2948.3LO(2)951.5955.2948.3LO(2)951.5955.8948.3LO(1)951.5958.2955.0SEWO955.0957.7954.5SEWO954.5957.2954.0SEWO954.0956.8953.6SEWO953.6956.3953.1SEWO953.1955.9952.7SEWO952.7O953.1956.453.2WO956.1954.2SEWO(2)954.2958.3950.1R958.3958.3950.1R958.301LP 4+85.01ELEV 952.20012345672.00%2.00%0.69%0.69%1.31%1.31%LP 0+96.26ELEV 954.20HP 9+53.19ELEV 959.9401234567891011121314150.65%0.65%0.60%LP 5+41.30ELEV 953.8801234560.00%7.9% 8.6% 7.5%7.7%7.4%7.4%8.0%5.5%8.6%6.9%7.1%7.1%6.8%7.0%8.8%8.2%6.8%7.0%6.8%6.9%7.1%8.1%7.7%6.9%7.7%7.9% 7.5%7.8%6.1%6.6%7.8%6.7%6.9%7.1%7.6%6.4%7.3%8.1%8.9%7.8%7.0%7.0%7.9%7.7%7.4%6.8%6.7%6.7%950948POST-S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF03:14:110:13:13:14:14:14:14:14:14:14:14:14:14:110:13:110:1953.20953.88POST-SFPOST-SF POST-SF POST-SFT-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SF3:13:13:12.0%2.9%940 950 942944946948952954 940940940940940 950950 950950950938 942942942942942944944944944944946946946946946948948948948948952952952 9409389429449469409509429449469489409389429449469489609569589529549609549569589509449469489529549569509429449469489529549569503:19509509509469489529529549542.0%2.0%2.0%55.455.455.856.356.757.257.755.155.155.456.3 56.8 57.2 57.756.356.857.257.758.258.859.459.860.360.761.161.160.359.558.8 57.8 59.559.960.658.856.455.456.357.258.159.158.0 57.1 55.3EOF50.5EOF50.53:14:14:13:110:110:18910111213141516LP 8+64.68ELEV 953.46HP 14+42.26ELEV 960.626.9%7.2%956.7954.8SEWO(2)954.88.2%55.83.1%55.9 10:14:14:19629649663:13:1LAF = 950.8LAF = 951.2LAF = 951.2LAF = 951.2LAF = 954.03:13:1POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF56.7 57.758.559.360.160.059.659.258.858.457.857.256.756.255.855.354.854.955.355.856.256.757.257.558.258.659.559.959.658.457.0 56.1 58.256.354.257.456.555.554.653.452.853.253.654.154.355.155.556.556.456.055.655.154.754.154.4EOF49.0EOF53.5HP62.0LP54.0HP57.9LP54.8LP54.2EOF53.5EOF55.7HP57.1EOF52.4HP55.848.248.348.047.753.754.355.557.056.657.457.656.756.555.756.157.457.055.754.052.552.552.552.552.552.552.552.554.160.864.166.166.966.765.462.5 60.1 59.954.052.548.649.0 50.353.156.956.951.752.251.651.551.451.451.351.251.051.351.451.655.256.359.061.261.359.957.12.0%3:13:13:13:13:1CBMH-159RE=955.94IE=951.83 (15")CBMH-158RE=954.00IE=951.00 (15")CBMH-133RE=955.94IE=951.94 (12")CBMH-67RE=954.77IE=951.66 (18")CBMH-78RE=953.38IE=949.39 (24")CBMH-81RE=953.38IE=949.28 (24")CBMH-120RE=956.96IE=953.34 (12")CBMH-124RE=956.96IE=953.23 (15")CBMH-68RE=954.22IE=950.78 (18")CBMH-118RE=956.52IE=952.96 (12")CBMH-72RE=953.86IE=950.40 (21")24" FES-85IE=949.00CBMH-106RE=951.85IE=948.24 (18")CBMH-132RE=951.85IE=948.14 (18")21" FES-76IE=950.0018" FES-167IE=948.00OCS-182RE=949.70IE=948.00 (15")IE=947.00 (12")15" FES-183IE=947.7024" FES-53IE=948.0024" FES-54IE=948.0024" FES-56IE=948.0024" FES-55IE=948.0024" FES-218IE=949.70OCS-217RE=952.50IE=950.00 (24")IE=949.00 (12")12" FES-223IE=949.0015" FES-232IE=950.00CBMH-231RE=952.90IE=950.11 (15")CBMH-205RE=953.86IE=950.46 (21")CBMH-221RE=955.71IE=951.99 (15")STMH-220RE=957.22IE=952.74 (15")12" FES-225IE=947.0024" FES-196IE=948.0024" FES-197IE=948.0024" FES-200IE=948.0024" FES-199IE=948.00CBMH-210RE=958.83IE=950.33 (15")CBMH-186RE=958.72IE=950 65 (15")CBMH-274RE=955.09IE=951.09 (12")CBMH-275RE=955.09IE=950.98 (15")CBMH-276RE=954.50IE=950.50 (15")CBMH-278RE=953.63IE=949.63 (15")15" FES-216IE=950.00STMH-212RE=955.86IE=950.09 (15")POND 1OUTLET: 948.0BOTT: 938.0100YR HWL: 949.7EOF: 950.5WETLAND 2OUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5POND 3OUTLET: 949.0BOTT: 939.0100YR HWL: 951.4EOF: 951.5EX. WETLAND 1EX. 100YR HWL: 950.0PR. 100YR HWL: 949.3EOF: 949.0POND 4OUTLET: 950.0BOTT: 941.0100YR HWL: 952.5EOF: 953.5N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-GDP01.DWG2405PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY GRADINGDRAINAGE AND EROSIONCONTROL17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........EXISTINGPROPOSEDGRADING LEGENDPROPERTY LINE982980SB-19SOIL BORING LOCATIONINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONSB-19900.00900.00HIGH/LOW POINTHP/LP900.00PROPOSEDTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWFLOW DIRECTION0.00%TW=XXX.XXBW=XXX.XXE.O.F.CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%EXISTINGPROPOSEDSTOSTORM SEWERTREE LINERETAINING WALL (MODULAR BLOCK)POND NORMAL WATER LEVELPROPOSEDROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATINLET PROTECTIONSILT FENCESFSILT FENCE-POST GRADINGPOST-SFWETLAND FILL (TYP.)WETLAND FILL (TYP.)SILT FENCE (TYP.)POST-GRADINGSILT FENCE (TYP.)INLET PROTECTION (TYP.)EROSION CONTROL BLANKET (TYP.)ALL STEEP SLOPESSILT FENCE (TYP.)REDUNDANT ROW ADJ.TO ALL WETLANDSSILT FENCE (TYP.)REDUNDANT ROW ADJ.TO ALL WETLANDSWETLAND BUFFERLIMITS (TYP.)REMOVE TEMP CUL DE SACEXTEND EXISTING DRIVEWAYSTO NEW STREET SECTIONTIE INTO EX. CURB& GUTTERROCK CONSTRUCTIONENTRANCE (TYP.)ROCK CONSTRUCTIONENTRANCE (TYP.) POND 1OUTLET: 948.0BOTT: 938.0100YR HWL: 949.7EOF: 950.5WETLAND 2OUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5POND 3OUTLET: 949.0BOTT: 939.0100YR HWL: 951.4EOF: 951.5EX. WETLAND 1EX. 100YR HWL: 950.0PR. 100YR HWL: 949.3EOF: 949.0950950950950950950 96096096 960 960960960946946946946946946946 946948948948948948948948948948948952952952 952952 952952954954954954954954954954954956956956956956956956956956958958958958958958958958958962962962950950948948952MCALLISTER AVENUE NETIE=954.74XXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHN00°00'26"W 327.42S89°54'53"W 430.63S00°06'51"E 1312.46N89°54'53"E 1330.76N00°00'26"W 570.6912345678910123456123456789121011121314151617181920212223241234OUTLOT BOUTLOT COUTLOT DOUTLOT E35667STREET 2STREET 3STREET 5STREET 445678910111234567891001012345LP 3+61.26ELEV 953.870.61%1.24%LP 4+85.01ELEV 952.201.72%0.60%LP 5+41.30ELEV 953.880.65%0.60%956.8953.6SEWO953.6955.9952.7SEWO952.7955.2948.3LO(2)951.5955.2948.3LO(2)951.5955.8948.3LO(1)951.5955.8948.3LO(1)951.5956.5948.3LO951.5956.5948.3LO951.5957.0948.8R957.0957.4949.2R957.4957.8949.6LO952.8958.3950.1LO953.3956.1952.9SEWO952.9956.5953.3SEWO953.3957.4949.2R957.4956.8948.6R956.8955.8947.6R955.8956.1947.9R956.1956.6948.4R956.6957.0948.8R957.0957.5949.3R957.5956.0952.8SEWO952.8956.3953.1SEWO953.1956.7953.5SEWO953.5957.7954.5SEWO954.5957.2954.0SEWO954.0956.8953.6SEWO953.6956.3953.1SEWO953.1955.9952.7SEWO952.7956.3953.1SEWO953.1956.6953.4SEWO953.4957.0953.8SEWO953.8957.5949.3R957.5958.7955.5SEWO955.5958.3955.1SEWO955.1957.9954.7SEWO954.7957.5954.3SEWO954.3957.0953.8SEWO953.8956.5953.3SEWO953.3956.4953.2SEWO953.2956.1954.2SEWO(2)954.2958.3950.1R958.3958.3950.1R01012345LP 4+85.01ELEV 952.204567891011120.65%0.60%0.60%LP 5+41.30ELEV 953.883456789100.00%7.1%7.6%6.4%7.3%8.1%6.6%7.8%6.2%6.6%6.6%6.7%6.5%8.5%6.8%6.8%7.0%6.9%7.2%6.7%6.8%6.9%7.0%6.4%6.8%8.9%7.8%7.0%7.0%7.7%7.4%6.8%6.7%6.7%6.8%7.1%6.7%6.7%7.1%8.8%6.8%6.8%950952948LP 3+61.26ELEV 953.876.4%6.6%POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOPOST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF9409503:14:110:13:13:14:14:14:14:114:14:14:14:14:14:1953.20953.88POST-SFPOST-SFPOST-SF POST-SFPOST-SF POST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-S F POST-SFPOST-SFPOST-SFPOST-SF2.0%2.0%2.0%2.6%940940 950950 950942942 944944 946946 948948952 952952954 940940940940940 950950 950950950938 942942942942942944944944944944946946946946946948948948948948952952952 940950950950938942944944944946946946948948948952954940950942944946948940938942944946948950950948948 95295495095255.555.856.556.155.855.455.455.856.356.757.557.356.956.456.055.755.755.155.156.055.655.355.355.656.156.557.857.457.056.556.055.455.455.455.3EOF51.5EOF50.5EOF50.53:14:14:14:14:13:13:13:110:110:110:1141516171819202122HP 14+42.26ELEV 960.62LP 17+05.49ELEV 959.28HP 20+41.48ELEV 960.9210:14:14:14:1952952952956956LAF = 950.8LAF = 951.2LAF = 951.2LAF = 951.2LAF: 951.2LAF: 952.98.33:13:1SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SF 54.653.452.853.253.654.054.454.855.155.555.956.352.855.354.354.254.655.155.556.056.856.456.055.555.054.454.154.355.155.555.655.154.754.154.454.855.155.555.955.254.854.454.155.054.654.255.4EOF49.0EOF49.055.456.555.455.856.3HP55.8LP53.6LP53.755.056.0EOF52.4HP54.847.150.453.854.752.349.247.048.248.348.047.750.353.353.651.449.255.755.055.155.254.948.547.647.247.247.548.653.053.754.355.557.051.551.451.451.351.251.051.051.053.351.051.051.051.051.052.351.051.351.43:13:13:13:1CBMH-78RE=953.38IE=949.39 (24")CBMH-81RE=953.38IE=949.28 (24")CBMH-171RE=953.53IE=949.16 (15")STMH-83RE=953.00IE=949.05 (24")24" FES-85IE=949.00CBMH-106RE=951.85IE=948.24 (18")CBMH-132RE=951.85IE=948.14 (18")STMH-172RE=951.11IE=948.08 (15")15" FES-179IE=948.0018" FES-167IE=948.00OCS-182RE=949.70IE=948.00 (15")IE=947.00 (12")15" FES-183IE=947.7024" FES-53IE=948.0024" FES-54IE=948.0024" FES-56IE=948.0024" FES-55IE=948.0012" FES-225IE=947.0024" FES-196IE=948.0024" FES-197IE=948.0024" FES-200IE=948.0024" FES-199IE=948.00CBMH-186RE=958.72IE=950.65 (15")18" FES-188IE=949.0012" FES-234IE=948.00OCS-203RE=951.40IE=949.00 (12")IE=948.00 (12")24" FES-204IE=949.00CBMH-190RE=953.53IE=949.08 (15")CBMH-194RE=953.61IE=949.25 (15")CBMH-191RE=953.71IE=950.70 (12")CBMH-192RE=953.61IE=949.74 (15")CBMH-274RE=955.09IE=951.09 (12")CBMH-275RE=955.09IE=950.98 (15")CBMH-276RE=954.50IE=950.50 (15")CBMH-278RE=953.63IE=949.63 (15")CBMH-256RE=955.19IE=951.34 (12")CBMH-257RE=955.19IE=951.23 (15")CBMH-259RE=953.88IE=950.03 (12")CBMH-261RE=953.88IE=949.92 (12")CBMH-249RE=955.69IE=951.69 (12")CBMH-250RE=955.69IE=951.58 (15")CBMH-252RE=954.21IE=950.21 (15")WETLAND 3OUTLET: 949.0BOTT: 943.0100 YR HWL: 949.5EOF: 949.0WETLAND 1AOUTLET: 948.0BOTT: 940.0100YR HWL: 949.7EOF: 950.5WETLAND FILL (TYP.)SILT FENCE (TYP.)POST-GRADINGSILT FENCE (TYP.)N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-GDP01.DWG2406PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY GRADINGDRAINAGE AND EROSIONCONTROL17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........INLET PROTECTION (TYP.)EROSION CONTROL BLANKET (TYP.)ALL STEEP SLOPESSILT FENCE (TYP.)REDUNDANT ROW ADJ.TO ALL WETLANDSWETLAND BUFFERLIMITS (TYP.)SILT FENCE (TYP.)REDUNDANT ROW ADJ.TO ALL WETLANDSFUTURE ADDITIONEXCEPTION PARCELFUTURE ADDITIONEXISTINGPROPOSEDGRADING LEGENDPROPERTY LINE982980SB-19SOIL BORING LOCATIONINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONSB-19900.00900.00HIGH/LOW POINTHP/LP900.00PROPOSEDTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWFLOW DIRECTION0.00%TW=XXX.XXBW=XXX.XXE.O.F.CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%EXISTINGPROPOSEDSTOSTORM SEWERTREE LINERETAINING WALL (MODULAR BLOCK)POND NORMAL WATER LEVELPROPOSEDROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATINLET PROTECTIONSILT FENCESFSILT FENCE-POST GRADINGPOST-SF POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH950950950950960948948952 952952952954954954954954 9549569569569569569569569569589589589582.00%2.00%0.69%0110:13:195095095201234567891011LP 8+64.68ELEV 953.4656.754.8WO(2)54.88.2%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEOF53.5EOF53.5HP55.854.03:13:13:12.0%3:13:13:101812'12'6'R35'R35'18" FES-285IE=947.95CBMH-231RE=952.90IE=950.11 (15")TXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH950960960960960960960952954956958 958958958962962956.7948.5R956.72.00%2.00%0.69%LP 0+96.26ELEV 954.200182%2.0%10111213141516171819202122HP 14+42.26ELEV 960.62LP 17+05.49ELEV 959.28HP 20+41.48ELEV 960.92956.7954.8EWO(2)8.2%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLP54.2EOF55.7P.83:13:13:13:13:101LP 0+96.26ELEV 954.201OT E12'12'6'R20'R20'CBMH-186RE=958.72IE=950.65 (15")18" FES-188IE=949.0015" FES-282IE=954.7747.4'33'POND 4OUTLET: 950.0BOTT: 941.0100YR HWL: 952.5EOF: 953.5POND 3OUTLET: 949.0BOTT: 939.0100YR HWL: 951.4EOF: 951.5N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-STP01.DWG2407PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENMCALLISTERIMPROVEMENT PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343STA 10+50STA 10+50 STA 10+50STA 10+50MCALLISTER AVEMCALLISTER AVE70TH ST NE67TH ST NESTA 0+00BEGIN STREET CONSTRUCTIONTIE INTO EXISTING APRONSTA 21+44END STREET CONSTRUCTIONTRANSITION TO EXISTING GRAVEL66'ROW80.4'ROWB618 CONCRETECURB & GUTTER (TYP.)2' GRAVELSHOULDER (TYP.)B618 CONCRETECURB & GUTTER (TYP.)2' GRAVELSHOULDER (TYP.)TIE INTO EXISTINGGRAVEL DRIVEWAYEXTEND EXISTING 15" CULVERTEXTEND EXISTING 18" CULVERTEXISTINGPROPOSEDGRADING LEGENDPROPERTY LINE982980SB-19SOIL BORING LOCATIONINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONSB-19900.00900.00HIGH/LOW POINTHP/LP900.00PROPOSEDTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWFLOW DIRECTION0.00%TW=XXX.XXBW=XXX.XXE.O.F.CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%EXISTINGPROPOSEDSTOSTORM SEWERTREE LINERETAINING WALL (MODULAR BLOCK)POND NORMAL WATER LEVELPROPOSEDROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATINLET PROTECTIONSILT FENCESFSILT FENCE-POST GRADINGPOST-SFMATCH EX. GRAVEL ATEND RADIUSSILT FENCE (TYP.)SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANT ROW ADJ.TO ALL WETLANDSR/WAY (TYP.)R/WAY (TYP.)26'(FUTURE IMPROVEMENT)EXCEPTION PARCELFUTURE ADDITIONFUTURE MUNICIPALWELL LOCATION 66TH STREET NEMCALLISTER AVENUE NE947.20USTFC 18INIE=947.93TTPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHRE=954.49IE=938.99 (E/W)SANSANWATWATWATN00°00'26"W 327.42S89°54'53"W 430.63N89°54'53"E 430.63N00°00'26"W 413.37S89°57'25"W 1333.21S00°06'51"E 1312.4612345678910111213123456123123123456789101112131415114151617234567OUTLOT AOUTLOT BOUTLOT C1 234STREET 3STREET 1STREET 2STREET 1STREET 41 18S0123456789101112131415LP 0+96.26ELEV 954.20HP 9+53.19ELEV 959.9401234567012345601LP 4+85.01ELEV 952.201.72%0.60%LP 5+41.30ELEV 953.880.65%0.60%LAF = 950.8LAF = 951.2LAF = 951.2LAF = 951.2LAF = 954.0MH-25RE=955.03IE=945.06 (8" S)IE=945.06 (8" E)IE=944.96 (8" N)MH-19RE=959.89IE=941.51 (8" S)IE=941.61 (8" E)IE=941.51 (8" W)MH-3RE=958.12IE=940.84 (8" E)IE=940.74 (8" W)MH-24RE=954.03IE=945.77 (8" S)IE=945.67 (8" N)MH-32RE=958.74IE=942.43 (8" E)IE=942.33 (8" W)MH-27RE=956.73IE=943.91 (8" S)IE=943.81 (8" N)MH-31RE=957.95IE=942.99 (8" E)IE=942.89 (8" W)MH-18RE=957.33IE=942.21 (8" S)IE=942.11 (8" N)8" SANITARY STUB-268" IE=945.49MH-30RE=957.19IE=943.53 (8" S)IE=943.53 (8" E)IE=943.43 (8" W)MH-17RE=956.09IE=942.60 (8" SW)IE=942.50 (8" N)MH-29RE=956.41IE=944.08 (8" E)IE=943.98 (8" W)MH-2RE=955.30IE=939.90 (8" E)IE=939.81 (8" W)EX MH-1RE=954.49IE=939.55 (8" E)D=14.9MH-16RE=954.76IE=943.01 (8" SW)IE=942.91 (8" NE)MH-28RE=954.18IE=945.37 (8" W)MH-13RE=953.07IE=944.71 (8" S)IE=944.61 (8" N)MH-14RE=952.59IE=944.29 (8" S)IE=944.19 (8" NE)MH-15RE=952.18IE=943.91 (8" SW)IE=943.81 (8" NE)8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" SAN SWR8" SAN SWR8" SAN SWR8" SAN SWR8" SAN SWR8" DIP WM8" DIP WM8" DIP WM8" SAN SWR8" SAN SWR8" SAN SWR8" DIP WMCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWEREX 8" SANITARY STUB-228IE=939.63 (8" W)IE=939.63 (8" E)HYD. W/ AUX.VALVE (TYP.)GV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)REMOVE & SALVAGE HYDRANT CONNECT TO EX WMHYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)8" DIP WMN:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-UTP01.DWG2408PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY UTILITYPLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60' 120' 180'1" = 60'..........SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2023 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTALSPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALLPROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT MCALLISTER AVENUE NETIE=954.74XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHH POHPOHPOHS89°54'53"W 430.63S00°06'51"N89°54'53"E 1330.76N00°00'26"W 570.69123456789101234561234567891314151617181920212223241234OUTLOT COUTLOT DOUTLOT E35667STREET 2STREET 3STREET 567891011125678910012345LP 3+61.26ELEV 953.870.61%1.24%LP 5+41.30ELEV 953.880.65%0.60%MH-24RE=954.03IE=945.77 (8" S)IE=945.67 (8" N)MH-40RE=955.40IE=948.11 (8" W)MH-51RE=954.74IE=946.78 (8" S)IE=946.68 (8" N)MH-11RE=956.14IE=946.98 (8" S)IE=946.88 (8" N)8" SANITARY STUB-108" IE=947.12MH-12RE=955.43IE=946.38 (8" S)IE=946.38 (8" E)IE=946.28 (8" N)MH-22RE=955.93IE=947.67 (8" S)IE=947.57 (8" N)8" SANITARY STUB-208" IE=948.31MH-13RE=953.07IE=944.71 (8" S)IE=944.61 (8" N)8" DIP WM8" DIP WM8" PVC SDR 268" DIP WM8" SAN SWR8" SAN SWR8" DIP WM8" SA8" DIP WM8" SAN SWR8" DIP WM8" SAN SWR8" DIP WM8" DIP WM8" SAN SWRGV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)GV (TYP.)N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-UTP01.DWG2409PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY UTILITYPLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60' 120' 180'1" = 60'..........FUTURE MUNICIPALWELL LOCATION STREET 019459509559609659709459509559609659700+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 11+00 12+00 13+00 14+00 15+0015+09-1.31%-2.00%0.69%PVI STA = 0+00.00PVI ELEV = 955.46L.P ELEV = 954.20L.P. STA = 0+96.26PVI STA = 0+74.40PVI ELEV = 953.97A.D. = 2.69%K = 33.4390.00' VCPVC = 0+29.40ELEV = 954.87PVT = 1+19.40ELEV = 954.28H.P ELEV = 959.94H.P. STA = 9+53.19PVI STA = 9+67.16PVI ELEV = 960.15A.D. = -2.01%K = 44.8590.00' VCPVC = 9+22.16ELEV = 959.84PVT = 10+12.16ELEV = 959.56STREET 029459509559609659709459509559609659700+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 11+00 12+0012+150.60%-1.72%PVI STA = 0+00.00PVI ELEV = 959.96PVI STA = 12+15.11PVI ELEV = 956.51L.P ELEV = 952.20L.P. STA = 4+85.01PVI STA = 4+63.31PVI ELEV = 952.00A.D. = 2.32%K = 38.8390.00' VCPVC = 4+18.31ELEV = 952.77PVT = 5+08.31ELEV = 952.27STREET 039459509559609659709459509559609659700+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 10+840.60%-0.65%PVI STA = 0+00.00PVI ELEV = 957.24PVI STA = 10+83.77PVI ELEV = 957.01L.P ELEV = 953.88L.P. STA = 5+41.30PVI STA = 5+39.60PVI ELEV = 953.74A.D. = 1.25%K = 71.9990.00' VCPVC = 4+94.60ELEV = 954.03PVT = 5+84.60ELEV = 954.01N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-SPP01.DWG2410PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com.......... STREET 049459509559609659709459509559609659700+001+00 1+201.50%PVI STA = 0+00.00PVI ELEV = 955.08PVI STA = 1+20.20PVI ELEV = 956.88STREET 059459509559609659709459509559609659700+001+002+00 3+00 4+00 5+005+21-0.61%1.24%PVI STA = 0+00.00PVI ELEV = 955.98PVI STA = 5+21.26PVI ELEV = 955.48L.P ELEV = 953.87L.P. STA = 3+61.26PVI STA = 3+76.61PVI ELEV = 953.69A.D. = 1.85%K = 48.7590.00' VCPVC = 3+31.61ELEV = 953.96PVT = 4+21.61ELEV = 954.25STREET 069409459509559609659409459509559609650+001+002+00 3+00 4+00 5+00 6+006+08-2.60%PVI STA = 0+00.00PVI ELEV = 960.62PVI STA = 6+08.47PVI ELEV = 944.82McAllister Ave9509559609659709759509559609659709750+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 11+00 12+00 12+50-0.60%1.82%PVI STA = 0+00.00PVI ELEV = 958.42L.P ELEV = 953.46L.P. STA = 8+64.68PVI STA = 9+40.22PVI ELEV = 952.78A.D. = 2.42%K = 124.11300.00' VCPVC = 7+90.22ELEV = 953.68PVT = 10+90.22ELEV = 955.51McAllister Ave94595095596096597094595095596096597012+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+72-0.76%0.60%-3.14%-1.10%PVI STA = 25+71.57PVI ELEV = 950.65L.P ELEV = 959.28L.P. STA = 17+05.49PVI STA = 16+93.90PVI ELEV = 958.94A.D. = 1.36%K = 147.34200.00' VCPVC = 15+93.90ELEV = 959.70PVT = 17+93.90ELEV = 959.54L.P ELEV = 951.26L.P. STA = 25+16.36PVI STA = 24+03.86PVI ELEV = 952.50A.D. = 2.04%K = 110.48225.00' VCPVC = 22+91.36ELEV = 956.04PVT = 25+16.36ELEV = 951.26H.P ELEV = 960.62H.P. STA = 14+42.26PVI STA = 14+01.10PVI ELEV = 961.16A.D. = -2.57%K = 77.68200.00' VCPVC = 13+01.10ELEV = 959.34PVT = 15+01.10ELEV = 960.40H.P ELEV = 960.92H.P. STA = 20+41.48PVI STA = 21+17.89PVI ELEV = 961.48A.D. = -3.74%K = 60.15225.00' VCPVC = 20+05.39ELEV = 960.81PVT = 22+30.39ELEV = 957.95N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-SPP01.DWG2411PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343.......... N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-DTF01.DWG2412PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCPRELIMINARY PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........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 55343(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 MINNESOTA N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-DTF01.DWG2413PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........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 55343(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 MINNESOTAPRELIMINARY PLANS N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-DTF01.DWG2414PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........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 55343(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 MINNESOTAPRELIMINARY PLANS N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-DTF01.DWG2415PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........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 55343(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 MINNESOTAPRELIMINARY PLANSTYPICAL RIPRAP OVERFLOWPONDS 1A, 3, AND 4NOTES:1. INSTALL RIPRAP PER MNDOT SPEC 36012. RIPRAP SHALL BE CLASS III PER MNDOT SPEC 3601POND/BASINPLAN6"18"1' POND/BASINCONTOURSINSTALL RIP-RAP DOWN TOTHE EXISTING GROUND TIE-INFILTER FABRICRIPRAPTOP OF POND/BASIN3:13:1POND/BASINEXISTING GROUND6"VARIESFILTER FABRICPROFILE VIEWSIDE VIEW18"12"10'RIPRAP10'EOF ELEVATIONSPOND 1A = 950.5POND 3 = 951.5POND 4 = 952.5TOP OF POND/BASINVARIES N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-DTF01.DWG2416PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENHOLD DOWN DETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/265964002/02/26THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........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 55343(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 MINNESOTAPRELIMINARY PLANSN.T.S.SEE PLAN 3:1 MAX0.67'0.5' TOPSOIL17' MIN.(VARIES)3'1:1SUITABLE BEARING SOIL(TYP.)ENGINEERED FILLEL. OF GROUND 4.5 FEETBELOW GARAGE SLABUNLESS OTHERWISE NOTED.35'30'SETBACK3'0.5' TOPSOIL2.5' TO SUBGRADEGARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE22'R.O.WVARIES1.25'VARIESL ROADWAYC1:11:1ENGINEERED FILLBASEMENT FLOORSPLIT ENTRY WALKOUT (SEWO)25'SETBACKGARAGE FLOOR EL.3.0' TO SUBGRADEFINISHED GRADE AFTER HOUSE20' (TYP.)R.O.WN.T.S.SEE PLAN 3:1 MAXSUITABLE BEARING SOIL(TYP.)0.67'0.5' TOPSOIL5'5'ENGINEERED FILL15' MIN.(VARIES)1:140'SUITABLE BEARING SOIL(TYP.)0.5' TOPSOILENGINEERED FILLFINISHED GRADE FOR PAD16'1:1L ROADWAY14'CENGINEERED FILL1:12:1BASEMENT FLOOREL. OF GROUND ATLOOKOUT 5.0' BELOWGARAGE SLAB UNLESSOTHERWISE NOTED.LOOK-OUT (LO)65' HOUSE PAD10' HOLD DOWNLIMITSHOLD DOWN DETAILSN.T.S.SEE PLAN0.67'15' MIN.(VARIES)5'1:1SUITABLE BEARING SOIL(TYP.)ENGINEERED FILL40'25'SETBACK5'0.5' TOPSOIL3.5' TO SUBGRADEGARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE20' (TYP.)R.O.W16'14'L ROADWAYC1:11:1ENGINEERED FILLBASEMENT FLOOR (FB & SE ONLY)3:1 MAX.RAMBLER (R)65' HOUSE PAD10' HOLD DOWNLIMITS 947.20USTFC 18INTTTSSSXXXXXXXXXXXXXXXXXPOHPOHPOH POHPOHPOHPOHPOHPOH POHPOH POHPOHPOH POHPOHPOPOHPOHSANWATSSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSF 1234567891011121312345612345678910123456123456789123456789101112131415161718192021222324114151617234567OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT E1 2334567STREET 3STREET 1STREET 2STREET 2STREET 3STREET 1STREET 5STREET 41 18N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-TPP01.DWG2417PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENOVERALL PRELIMINARYTREE PRESERVATIONPLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com100.000073'20' OR 10'0'100' 200' 300'1" = 100'..........TREE PRESERVATION CALCULATIONSTREE 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 REVISED:05/28/15TREE PROTECTIONTP08NOTES:PLANELEVATION42"DRIPLINE6' METAL FENCE POST. STAKE EVERY 6'MAXIMUM.LEGENDEXISTING DECIDUOUSTREE TO REMAINEXISTING DECIDUOUSTREE TO BE REMOVEDEXISTING CONIFEROUSTREE TO REMAINEXISTING CONIFEROUSTREE TO BE REMOVEDSILT FENCE / REMOVALANDDISTURBANCE LIMITSSFTREE PRESERVATION CALCULATIONSSIGNIFICANT TREE DEFINITION: A HEALTHY TREE MEASURING SIX INCHES (6") IN DIAMETEROR GREATER.D. TREE REPLACEMENT POLICY:1. SUBDIVIDERS AND BUILDERS SHALL BE REQUIRED TO REPLACE THE SIGNIFICANT TREESWHICH WERE INDICATED ON THE TREE PRESERVATION PLAN TO BE SAVED BUTULTIMATELY WERE DESTROYED OR DAMAGED. THE SUBDIVIDER AND BUILDER SHALLBE REQUIRED TO REPLACE EACH OF THE SIGNIFICANT TREES DESTROYED OR DAMAGEDWITH TWO (2) REPLACEMENT TREES. REPLACEMENT TREES MUST CONSIST OF NURSERYSTOCK AND BE NO LESS THAN THE FOLLOWING SIZES:- DECIDUOUS TREES: NO LESS THAN TWO INCHES (2") IN DIAMETER .- CONIFEROUS TREES: NO LESS THAN SIX FEET (6') HIGH.2. REPLACEMENT TREES SHALL BE SPECIES SIMILAR TO THE TREES WHICH WEREDESTROYED OR DAMAGED AND CAN INCLUDE: BIRCH, GINGKO (MAKE ONLY),HACKBERRY, HONEY LOCUST, KENTUCKY COFFEE TREE, LINDEN, MAPLE, OAK, AUSTRIANPINE, BLACK HILLS SPRUCE, COLORADO BLUE OR GREEN SPRUCE, FIR, WHITE PINE. 947.20USTFC 18INTTSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOH SANWATWATSSFSFSFSFSFSFSFSFSFSFSFSF SF SF SSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF720172027203720472057206720772087209721072117212721372147215721672177218721972207221722272237224722572267227722872297230723172327233723472357236723772387239724072417242724372447245724672477248724972507251725272537254725572567257725872597260726172627263726472657266726772687269727072717272727372747276727772787279728074597460N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-TPP01.DWG2418PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY TREEPRESERVATION PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'### #### ####1" = ###..........LEGENDEXISTING DECIDUOUSTREE TO REMAINEXISTING DECIDUOUSTREE TO BE REMOVEDEXISTING CONIFEROUSTREE TO REMAINEXISTING CONIFEROUSTREE TO BE REMOVEDSILT FENCE / REMOVALANDDISTURBANCE LIMITSSF TXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOH POHPOHPOHSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SFSFSF SFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF SF 725172527253725472557256725772587259726072617262726372647265726672677268726972707271727272737274727572767277727872797280728172827283728472857286728772887289729072917292729372947295729672977298729973007301730273037304730573067307730873097310731173127313731473157316731773187319732073217322732373247325732673277328732973307331733273337334733573367337733873397340734173427343734473457346734773487349735073517352735373547355735673577358735973607361736273637364736573667367736873697370737173727373737473757376737773787379738073817382738373847385738673877388738973907391739273937394739573967397739873997400740174027403740474057406740774087409741074117412741374147415741674177418741974207421742274237424742574267427742874297430743174327433743474357436743774387439744074417442744374447445744674477448744974507451745274537454745574567457745874597460N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-TPP01.DWG2419PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY TREEPRESERVATION PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60' 120' 180'1" = 60'..........LEGENDEXISTING DECIDUOUSTREE TO REMAINEXISTING DECIDUOUSTREE TO BE REMOVEDEXISTING CONIFEROUSTREE TO REMAINEXISTING CONIFEROUSTREE TO BE REMOVEDSILT FENCE / REMOVALANDDISTURBANCE LIMITSSF N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-TPP01.DWG2420PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDTDDDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARY TREEPRESERVATION DATA17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'.......... 947.20USTFC 18INTTTSSSXXXXXXXXXXXXXXXXXPOHPOHPOH POHPOHPOHPOHPOHPOH POHPOH POHPOHPOH POHPOHPOPOHPOHSANWATS1234567891011121312345612345678910123456123456789123456789101112131415161718192021222324114151617234567OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT E1 2334567STREET 3STREET 1STREET 2STREET 2STREET 3STREET 1STREET 5STREET 41 18COMMON / BOTANICAL NAMESIZE ROOT SPACING O.C. MATURE SIZEDECIDUOUS TREES - 84ACCOLADE ELM / ULMUS X 'MORTON' 2.0" CAL. B&B AS SHOWNH 70` W 40`-50`BOULEVARD AMERICAN LINDEN / TILIA AMERICANA 'BOULEVARD' 2.0" CAL.B&BAS SHOWNH 50'-60' W 20'-25'ESPRESSO KENTUCKY COFFEETREE / GYMNOCLADUS DIOICUS 'ESPRESSO-JFS' 2.0" CAL.B&BAS SHOWNH 40'-50' W 35'-40'PRINCETON AMERICAN ELM / ULMUS AMERICANA 'PRINCETON' 2.0" CAL.B&BAS SHOWNH 50`-70` W 40`-50`RED MAPLE / ACER RUBRUM 2.0" CAL. B&B AS SHOWN H 40'-70' W 20'-50'RED OAK / QUERCUS RUBRA2.0" CAL. B&B AS SHOWN H 50`-70` W 40`-50`REDMOND LINDEN / TILIA AMERICANA 'REDMOND' 2.0" CAL. B&B AS SHOWNH 40`-60` W 30`-40`SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA' 2.0" CAL. B&B AS SHOWNH 40`-50` W 35`-40`SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' 2.0" CAL. B&B AS SHOWNH 40'-50' W 30'-35'WHITE OAK / QUERCUS ALBA2.0" CAL.B&BAS SHOWNH 80'-100' W 50'-90'EVERGREEN TREES - 20CONCOLOR FIR / ABIES CONCOLOR8` HT. B&BAS SHOWNH 30`-50` W 25`-30`NORWAY SPRUCE / PICEA ABIES 8` HT. B&B AS SHOWN H 60`-80` W 25`-30`WHITE PINE / PINUS STROBUS8` HT.B&B AS SHOWNH 50`-80` W 30`-40`ORNAMENTAL TREES - 6PRAIRIFIRE CRABAPPLE / MALUS X 'PRAIRIFIRE' 1.5" CAL. B&B AS SHOWNH 15`-20` W 20`QUAKING ASPEN / POPULUS TREMULOIDES1.5" CAL.B&BAS SHOWNH 40`-60` W 20`-30`THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS 8` HT.-CLUMPB&BAS SHOWNH 15`-20` W 15`-20`DECIDUOUS YARD TREES - 80ACCOLADE ELM / ULMUS X 'MORTON' 2.0" CAL. B&B AS SHOWN H 70` W 40`-50`BOULEVARD AMERICAN LINDEN / TILIA AMERICANA 'BOULEVARD' 2.0" CAL. B&B AS SHOWNH 50'-60' W 20'-25'ESPRESSO KENTUCKY COFFEETREE / GYMNOCLADUS DIOICUS 'ESPRESSO-JFS' 2.0" CAL. B&B AS SHOWNH 40'-50' W 35'-40'PRINCETON AMERICAN ELM / ULMUS AMERICANA 'PRINCETON' 2.0" CAL. B&B AS SHOWNH 50`-70` W 40`-50`RED MAPLE / ACER RUBRUM 2.0" CAL.B&BAS SHOWNH 40'-70' W 20'-50'RED OAK / QUERCUS RUBRA2.0" CAL.B&BAS SHOWNH 50`-70` W 40`-50`REDMOND LINDEN / TILIA AMERICANA 'REDMOND'2.0" CAL. B&BAS SHOWNH 40`-60` W 30`-40`SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA' 2.0" CAL. B&B AS SHOWN H 40`-50` W 35`-40`SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' 2.0" CAL. B&B AS SHOWNH 40'-50' W 30'-35'WHITE OAK / QUERCUS ALBA2.0" CAL. B&B AS SHOWNH 80'-100' W 50'-90'COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C. MATURE SIZEN:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-PLP01.DWG2421PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENOVERALL PRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com100.000073'20' OR 10'0'100' 200' 300'1" = 100'..........LANDSCAPE REQUIREMENTS & PROVISIONSLANDSCAPE NOTES1. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ONCONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS.2. TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILY LOTS 28' FROM BACK OFCURB IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS ORINDIVIDUAL SEWER & WATER CONNECTIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTIONHAS BEEN COMPLETED IN THE IMMEDIATE AREA.4. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITYPIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15'OFF ANY UTILITY PIPE.5. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM ASTREETLIGHT.6. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL.7. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE.8. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NOCONIFEROUS TREES WITHIN 20' OF A PROPOSED SIDEWALK OR TRAIL.ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PRELIMINARY PLANT SCHEDULE (BY DEVELOPER)PLANT LEGENDOVERSTORY DECIDUOUSSTREET TREES(BY DEVELOPER)OVERSTORY DECIDUOUSYARD TREES(BY HOME BUILDER)SEED LEGENDNOTES:* SEEDING IN WETLANDS ANDWETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATIONWHERE PREVIOUSLY INAGRICULTURAL USE.* ALL DISTURBED AREAS TO BESODDED UNLESS NOTEDOTHERWISE.* TURF WITHIN R/W TO BEHYDROSEEDED.MNDOT WET DITCH(WD) SEED MIXTOTAL AREA (0.6 AC)MNDOT SOUTHERNTALLGRASS ROADSIDE(STR) SEED MIXTOTAL AREA (4.6 AC)WET MEADOW S&WSEED MIX (34-271)TOTAL AREA (2.2 AC)OVERSTORY DECIDUOUSTREES (BY DEVELOPER)EVERGREEN TREES(BY DEVELOPER)ORNAMENTAL TREES(BY DEVELOPER)EXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINPRELIMINARY PLANT SCHEDULE (BY HOME BUILDER) 947.20USTFC 18INTTSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOH SANWATWATSN:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-PLP01.DWG2422PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60' 120' 180'1" = 60'..........PLANT LEGENDOVERSTORY DECIDUOUSSTREET TREES(BY DEVELOPER)OVERSTORY DECIDUOUSYARD TREES(BY HOME BUILDER)SEED LEGENDNOTES:* SEEDING IN WETLANDS ANDWETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATIONWHERE PREVIOUSLY INAGRICULTURAL USE.* ALL DISTURBED AREAS TO BESODDED UNLESS NOTEDOTHERWISE.* TURF WITHIN R/W TO BEHYDROSEEDED.MNDOT WET DITCH(WD) SEED MIXTOTAL AREA (0.6 AC)MNDOT SOUTHERNTALLGRASS ROADSIDE(STR) SEED MIXTOTAL AREA (4.6 AC)WET MEADOW S&WSEED MIX (34-271)TOTAL AREA (2.2 AC)OVERSTORY DECIDUOUSTREES (BY DEVELOPER)EVERGREEN TREES(BY DEVELOPER)ORNAMENTAL TREES(BY DEVELOPER)EXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAIN TXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOH POHPOHPOHN:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-PLP01.DWG2423PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60' 120' 180'1" = 60'..........PLANT LEGENDOVERSTORY DECIDUOUSSTREET TREES(BY DEVELOPER)OVERSTORY DECIDUOUSYARD TREES(BY HOME BUILDER)SEED LEGENDNOTES:* SEEDING IN WETLANDS ANDWETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATIONWHERE PREVIOUSLY INAGRICULTURAL USE.* ALL DISTURBED AREAS TO BESODDED UNLESS NOTEDOTHERWISE.* TURF WITHIN R/W TO BEHYDROSEEDED.MNDOT WET DITCH(WD) SEED MIXTOTAL AREA (0.6 AC)MNDOT SOUTHERNTALLGRASS ROADSIDE(STR) SEED MIXTOTAL AREA (4.6 AC)WET MEADOW S&WSEED MIX (34-271)TOTAL AREA (2.2 AC)OVERSTORY DECIDUOUSTREES (BY DEVELOPER)EVERGREEN TREES(BY DEVELOPER)ORNAMENTAL TREES(BY DEVELOPER)EXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAIN N:\0052504.00\DWG\CIVIL\PRELIMINARY\0052504.00C-PLP01.DWG2424PROJECT NUMBER: 0052504.00OTSEGO, MN02/02/26TDDCHFDJW© 2026 Westwood Professional Services, Inc.MEADOW HAVENPRELIMINARYLANDSCAPE NOTES &DETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044MEADOW HAVEN02/02/26SUMMERGATE COMPANIES LLC02/02/2626971CORY L. MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:DATE: 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 MINNESOTAwestwoodps.comWestwood Professional Services, Inc.Phone (952) 937-515012701 Whitewater Drive, Suite #300(888) 937-5150Minnetonka MN, 55343Common Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'..........1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALLUNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTEBY THE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OFTHE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIALSHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOTLIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTSFOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARYONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAPTREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED &BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING ANDPROPOSED TREES.13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPECONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.14. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BEEXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESSSPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS,AND PERENNIALS.15. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4"DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURFAREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BEFREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BYTYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION.MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).16. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, ASINDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS ANDSIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATIONBETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTEDOTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).17. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITHSHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDYBLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE.SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ONLANDSCAPE PLAN, SEE EROSION CONTROL PLAN.18. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED ORIRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.19. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITEDISTURBED DURING CONSTRUCTION.20. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.21. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALLPLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S),OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULARTO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE ASNEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALLPLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHERINFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESLAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.PLANTING DETAILS Main Office: 3601 Thurston Avenue, Anoka, MN 55303 Phone: 763-427-5860 www.haa-inc.com MEMORANDUM TO: Honorable Mayor and City Council CC: Adam Flaherty, City Administrator Audra Etzel, City Clerk Daniel Licht, City Planner Dave Kendall, City Attorney Bryan Tucker, Summergate Companies LLC Thomas Desutter, Westwood Professional Services FROM: Ronald J Wagner, P.E., City Engineer DATE: February 16, 2026 RE: Meadow Haven We have reviewed the following information provided by Westwood on behalf of Thomas Desutter regarding Meadow Haven. Preliminary Plat for Meadow Haven dated February 2, 2026 by Westwood Storm Report for Meadow Haven , dated February 2, 2026 by Westwood The submittal is to be considered for preliminary acceptance. We would offer the following comments: General Requirements 1. Provide Approval Signature Line for Ronald J Wagner, P.E. , City Engineer. Preliminary Plat 2. Locations and results of soil boring, percolation test, etc. 3. Provide Geotechnical report for the area to be plated 4. Statement certifying the environmental conditions of the site including the presence of any hazardous substances as defined in Minnesota Statutes 115B.02 and subd 8. Proposed Design Features 5. Provide curve data for streets. 6. Provide gradients and profile of proposed sewer lines and watermain. 7. Rework grading for side yard drainage multiple areas look to be areas that will hold water from proposed contours. 8. Provide drain tile for rear yards per standard plate no. 413 9. Provide drain tile for all catch basins at road low points. 10. Show and provide new Gate Valve at connection point at 66th street. ________________ Page 2 11. Remove Salvage hydrant from connection point at 66th St. Give back to city no new hydrant is needed. 12. Add two Gate Valves to the intersection of STREET 3 and STREET4. 13. Add CLEAN OUTS at the south end of STREET 2, STREET 3 and STREET 4. 14. Extend watermain to west side of McAllister Ave on STREET 1. Make connection within McAllister Ave. north to Water Tower #4. (WAC Credits) 15. Provide cross sections for McAllister Ave. improvements. 16. Rework ditch bottom for drainage for existing culvert at west side of 70th St and Macallister Ave. 17. Provide Curb and Gutter to east side of McAllister Ave. from 70th St to 67th St (WAC Credit) 18. Eliminate 15” metal culvert at 67th St and McAllister Ave. and replace with 30” RCP and extend to fit new ditch bottom as per the Otsego Creek Watershed Study. (Stormwater Credit) 19. Remove 15” metal culvert at STA-18+10 McAllister Ave. replace with 15” RCP and extend to fit ditch bottom. 20. Provide bike trail on west side of McAllister Ave. from North property line of the development to the south property line along with cross sections. 21. Provide ADA ramps at intersections of bike trail. 22. Add FORCEMAIN (size to be determined from furthest NE MH to NE Quadrant of intersection of 67th ST and McAllister Ave. (SAC Credit) 23. The Otsego Creek Watershed Study was sent to you for review. Included in the report was a need for a 42” storm pipe on the west side of the property connecting the wetlands within the development to the SW corner of the property. (Stormwater Credit) Details 24. Include Standard Plate No. 500a Other Items 25. Provide Outlot deed to City for future Well Lot 9 & 10 Block 7, with 20’ D&U easement for RAW Watermain along south plat line. (WAC Credit) Summary and / or recommendations We recommend approval with requirements to address the items above.