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Item 4.1 Amber Meadows Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 28 April 2025 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner 4.1 – Amber Meadows STRATEGIC VISION MEETS: THE CITY OF OTSEGO: X Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommend the City Council approve a Zoning Map amendment, a preliminary plat, and a conditional use permit. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No Yes, held by Planning Commission 21 April 2025 BACKGROUND/JUSTIFICATION: Summergate Development has submitted plans for the development of 172 single family lots on 71.87 acres located west of McAllister Avenue and north of 70th Street. The proposed development requires applications for a Zoning Map amendment, Planned Unit Development-Conditional Use Permit and preliminary plat, as well as vacation of existing public right-of-way for portions of Marlowe Avenue and 83rd Street. A public hearing to consider the applications was held by the Planning Commission at their meeting on 21 April 2025. Bryan Tucker of Summergate Development was present as the applicant and agreed with the recommendations of City staff. Property owners John Kolles and Mark Kolles were also present. Two residents spoke during the public hearing. Questions were asked regarding potential wetland impacts and the process for removal of the temporary cul-de-sacs in Martin Farms. City staff addressed these questions. Hearing no other questions or comments, the public hearing was closed. The Planning Commission discussed the planned improvement of McAllister Avenue, the phasing plan for final platting, and the park greenway corridor. No significant questions or concerns regarding the proposed preliminary plat were raised by the Planning Commission. The Planning Commission voted 7-0 to recommend the City Council approve the applications. SUPPORTING DOCUMENTS ATTACHED: • Planning Report dated 22 April 2025 • Findings of Fact and Decision; Zoning Map Amendment • Ordinance 2025-01 amending the Zoning Map • Findings of Fact and Decision; Preliminary Plat/Conditional Use Permit POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Ordinance 2025-01 amending the Zoning Map and approve a preliminary plat and Conditional Use Permit for Amber Meadows subject to the conditions stated on the Findings of Fact and Decision as presented. BUDGET INFORMATION FUNDING: BUDGETED: Fund 701 – Development Escrows N/A 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Mayor and City Council FROM: D. Daniel Licht REPORT DATE: 22 April 2025 ACTION DATE: 21 May 2025 RE: Otsego – Amber Meadows; Preliminary Plat TPC FILE: 101.02 BACKGROUND Summergate Development has submitted plans for development of 172 single family lots on 71.87 acres located east MacIver Avenue at 80th Street. The proposed development requires applications for a Zoning Map amendment, Planned Unit Development-Conditional Use Permit and preliminary plat, as well as vacation of existing public right-of-way for portions of Marlowe Avenue and 83rd Street. A public hearing to consider the applications was held by the Planning Commission at their meeting on 21 April 2025. 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 03/17/25 (33 sheets) ANALYSIS Zoning. The subject property is currently zoned A-1, Agriculture Rural Service District and is also within the Shoreland Overlay District of a Natural Environment lake within the City owned property to the north. 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 2 a request for a Planned Unit Development-Conditional Use Permit related to lot standards within the Shoreland Overlay District and the recommendations of 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 site for low density residential uses, which is as single family development with a net density of 3.0 dwelling units per acre or less. The subject site is 71.87 acres in area with a net area less wetlands and wetland buffers of 64.63 acres. The net density of the proposed preliminary plat is 2.66 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 includes three parcels, one of which is developed with a farmstead. The existing buildings are all to remain as an exception parcel with the development of the balance property. The subject property is surrounded by the existing and planned uses shown in the table below, all of which are guided by the 2023 Comprehensive Plan for low density residential land uses. 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 LD Residential A-1 District Cultivated field South LD Residential A-1 District Farmstead/field West LD Residential R-4 District R-6 District Martin Farms 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. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 3 Comment: The subject property is to accessed primarily from 70th Street (CSAH 38) via McAllister Avenue, which is to be improved to minor collector street standards. Secondary access will occur at three local street connections planned to be extended from Martin Farms. 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 Minor Collector street. Minor Collector streets serve to gather traffic from adjacent neighborhoods and carry it to Major Collector or Arterial streets such as 70th Street (CSAH 38). As a condition of preliminary plat approval, the developer will be required to acquire and dedicate 40 feet of right-of-way for the west half of McAllister Avenue from 70th Street (CSAH 38) north to the proposed 73rd Street intersection. The developer will construct a 24 foot wide street with a six foot curb as well as boulevard and 10 foot wide trail on the west side of the improved street. The shoulder and boulevard beyond the northbound travel lane will remain a rural design until the abutting property to the east is subdivided. 4 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. 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 and a 28 foot wide section with five foot sidewalk on one side of through streets. Connections are made to existing temporary cul-de-sacs abutting the subject property within the Martin Farms plat to the west at 71st Street, 72nd Street, 73rd Street, and 76th Street. The developer is required to remove the three temporary cul-de-sacs and restore yards and driveways within the right-of-way and temporary cul-de-sac easement. There is one cul-de-sac street within the preliminary plat at the northwest corner that is necessitated by wetlands within a City owned outlot to the west. The need for the cul-de-sac as part of the subdivision design satisfies the criteria established by Section 11-8-5.C.1 of the Subdivision Ordinance. The proposed cul-de-sac street further complies with the design standards of Section 11-8-5.C.2 of the Subdivision Ordinance for the minimum/maximum depth and required turnaround dimensions. 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. 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. 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. The blocks within the preliminary plat comply with these requirements, except Blocks 5 and 6 on the west side of Street 6 between 73rd Street and 76th Street due to wetlands and the design of the Martin Farms plat, which justifies the additional length. 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 developer is requesting approval of a Planned Unit Development-Conditional Use Permit to allow both 55 foot wide and 65 foot wide single family lots. The preliminary plat includes 106 lots that are a minimum of 65 feet wide and 66 lots that are a minimum of 55 feet in width. 5 Consistent with the recommendations of the 2023 Comprehensive Plan, the 9,260 square foot mean lot area and 9,568 square foot median lot area for the single family lots within the preliminary plat exceed the minimum area requirement of the R-5 District. The proposed minimum lot widths of lot fronting a cul-de-sac turnaround are increased 25 percent as required by Section 10-8-5.C.1.c of the Subdivision Ordinance to allow driveway spacing and provide area for snow storage. 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. Shoreland Overlay District. Areas of the preliminary plat are also within the Shoreland Overlay District of a Natural Environment lake and subject to lot requirements established by Section 11-92-8 of the Zoning Ordinance. The lot area and widths proposed by the developer within the preliminary plat must comply with the density limits of the Shoreland Overlay District determined through completion of a suitable analysis as outlined by Section 11-92-17.D of the Zoning Ordinance. The analysis as shown on the preliminary plat calculates the maximum allowed density for the net area (less the waterbody and wetlands) of the preliminary plat within the Shoreland Overlay District, which overlays land within 1,000 feet of the Ordinary High Water Level (OHWL) of the Natural Environment lake. The proposed number of lots within the Shoreland Overlay District complies with the provisions of the Zoning Ordinance. 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. ROW Interior Side Interior Rear Wetland Buffer 25ft. house 30ft. garage 7ft. 20ft. 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. 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. All grading, drainage, wetland impacts, and erosion control issues are subject to review and approval of the City Engineer. 6 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. The developer will be required to pay a Stormwater Impact Fee for Otsego Creek at the time of final plat approval. Utilities. The subject site 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 sanitary 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 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 City will extend raw water pipes from existing wells to the Water Treatment Plant. There is a well within the City owned outlot to the west of the subject property and a raw water pipe is to be extended through the plat to McAllister Avenue and south to 70th Street (CSAH 38). The installation of the raw water pipe will require the preliminary plat be revised to provide a utility corridor within Block 2 between Outlot A and Street 9. The developer construct the trunk raw water main with development of the plat and l be credited for the costs incurred. All utility plans are 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 six outlots that encompass wetlands, wetland buffers, and stormwater basins. All of the outlots except Outlot G are to be deeded to the City for stormwater management purposes. Outlot G is to be retained by the property owner. The preliminary plat includes a sketch plan illustrating how Outlot G (and the rural exception parcel) can be subdivided in the future meeting the requirements of the Zoning Ordinance and Subdivision Ordinance. This sketch plan protects the land owner to ensure that the subdivision being considered now does not create difficulty for extension of streets and utilities in the future but does not constitute subdivision approval. 7 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 Parks System Master Plan identifies establishment of a greenway corridor along Otsego Creek and around the Natural Environment lake to the north of the subject property. The City will acquire an additional corridor beyond the wetland and wetland buffer of the Natural Environment Lake to accommodate expansion of the greenway corridor. The area to be acquired by the City for the greenway corridor will need to be extended to the east of PID 118- 500-301300 consistent with the conditions of a Conditional Use Permit and Administrative Subdivision approval for that property completed in 2021. Beyond dedication of the land determined necessary by the City for the greenway corridor, the developer will satisfy the balance of the required park dedication requirement by payment of proportional cash fee in lieu of land. These funds are to be used by the City in acquiring land and/or developing the park system as provided for by Section 11-18-15.M of the Subdivision Ordinance. The City will evaluate the need to extend a trail as part of the greenway corridor from Marquette Avenue east to connect to the preliminary plat prior to application for final plat approval and whether the developer will be requested to complete the trail construction for a credit to park dedication fees paid in lieu of land. RECOMMENDATION The proposed Amber Meadows 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 stated on the findings of fact and decision presented for City Council consideration. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer Nick Jacobs, Parks and Recreation Director David Kendall, City Attorney Property Location 1,234 ft Overview Legend Highways Interstate State Hwy US Hwy Roads City/Township Limits c t Parcels Torrens © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-CVP01.DWGAMBER MEADOWS© 2024 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSAMBER MEADOWSOTSEGO, MNPREPARED FOR:SUMMERGATE COMPANIES LLC17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORFORPRELIMINARY PLAT, GRADING, UTILITIES,STREET, AND LANDSCAPE PLANPREPARED BY:PROJECT NUMBER: 0052511.00CONTACT: THOMAS D. DESUTTERPRELIMINARY PLANSAMBER MEADOWSOTSEGO, MNFORFORPRELIMINARY PLAT, GRADING,UTILITIES, STREET, AND LANDSCAPEPLANINITIAL SUBMITTAL DATE: 03/17/25 SHEET: 01 OF 33PROJECT NUMBER: 0052511.00westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯSheet List TableSHEET NUMBER SHEET TITLE01COVER02 EXISTING CONDITIONS03 OVERALL PRELIMINARY PLAT04 PRELIMINARY PLAT05 PRELIMINARY PLAT06 PRELIMINARY PLAT07 PRELIMINARY PLAT08 OVERALL PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN09 PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN10 PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN11PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN12PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN13PRELIMINARY GRADING DRAINAGE & EROSION CONTROL PLAN14PRELIMINARY STREET & UTILITY PLAN15 PRELIMINARY STREET & UTILITY PLAN16 PRELIMINARY STREET & UTILITY PLAN17PRELIMINARY STREET & UTILITY PLAN18 PRELIMINARY STREET & UTILITY PLAN19 STREET PROFILES20 STREET PROFILES21STREET PROFILES22STREET PROFILES23 DETAILS24DETAILS25 DETAILS26 DETAILS27DETAILS28 OVERALL PRELIMINARY LANDSCAPE PLAN29PRELIMINARY LANDSCAPE PLAN30 PRELIMINARY LANDSCAPE PLAN31PRELIMINARY LANDSCAPE PLAN32 PRELIMINARY LANDSCAPE PLAN33 PRELIMINARY LANDSCAPE PLAN SESSSSSSTECPE-GAS IS CLEAR NATURAL GASCOWECORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXXSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXXXXXXXXXXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSANWATSTOSANWATSANWATSTOSTOSTOFD LS #20281FD LS #20281FD. 1/2 IN OPEN PIPEFD. LS #42604FD. LS #48664FD. 1/2 IN PIPES. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 30W. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 30S. LINE OF THE NORTHTHREE-QUARTERS OF THE W 1/2OF THE SE 1/4 OF SEC. 3071ST STREET NE(PUBLIC STREET)72ND STREET NE(PUBLIC STREET)73RD STREET NE(PUBLIC STREET)PID: 118-197-018070CHRISTOPHER &MELANIE LAMMPID: 118-197-000090PID: 118-275-001010SCOTT & LINDSAYHARRINGTONPID: 118-275-003130JOSEPH & DEVONMOLINEPID: 118-275-004010STEPHEN & KRISTASIEWERTPID: 118-275-004020KELLY SANGER & JUSTINDEHARTYPID: 118-500-304300JOHN KOLLES REVOCABLE TRUSTHOUSESHEDSHEDSHEDSHED20X12GARAGE24X22(EX 12)OTSEGO TOWNSHIP ROADMAP PER DOC NO. 404209(DESC. 43 & 44)3.3±FENCE IS ON OR NEARPROPERTY LINE2.5±JUNGLE GYM8.0±FENCE IS ON OR NEARPROPERTY LINEMCALLISTER AVENUE(PUBLIC STREET)N. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 30E. LINE OF THE SW 1/4 OFTHE NE 1/4 OF SEC. 30W. LINE OF THE SW 1/4OF THE NE 1/4 OF SEC. 30E X C E P T I O N550.00870.98N. LINE OF THE SOUTH 870.98 FT OFTHE SW 1/4 OF THE NE 1/4 OF SEC. 30W. LINE OF THE EAST 550.00 FT OF THESW 1/4 OF THE NE 1/4 OF SEC. 3076TH STREET NE(PUBLIC STREET)60R/WFD. REBARFD. NAILFD. REBARFD. LS #42604FD. LS #42604FD. 1/2 IN OPENFD. LS #48664FD. 1/2 INOPEN PIPEFD. 1/2 IN OPEN PIPEFD. LS #48664PID: 118-500-301300JOHN & KARLA KOLLESNO ADDRESS ASSIGNEDNO BUILDINGS ON SURVEYED PROPERTYPID: 118-500-301301MAX & ALEXA KOLLESPID: 118-500-301401JOHN KOLLES REVOCABLE TRUSTPID: 118-376-000021PID: 118-197-000200PID:118-197-024050GREGG & DANICAHAUXWELLPID: 118-197-018010JOHN & HEATHERLUNDEBREKPID: 118-197-018020JESSICA &KRISTOPHERPETERSONPID: 118-197-018030JOHN & STEPHANIEFLEITMANPID: 118-197-018040PAUL & AMYNORDMEIERD: 118-197-018050BRENT & KENDRACLARKPID: 118-197-018060ALEX & SAMANTHAWESTFENCE IS ON OR NEARPROPERTY LINEFENCE IS NORTH OFPROPERTY LINE6.8±0.9±S89°35'57"E 782.69N00°53'29"W 871.20S89°35'57"E 550.14N00°53'29"W 446.39N89°42'29"W 1327.75S00°40'20"E 1314.9666R/WEDGE OF WATEREDGE OF WATERFD LS #20281FD LS #20281FD. 1/2 IN OPEN PIPEFD. LS #42604FD. LS #48664FD. 1/2 IN PIPEN. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 30W. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 30E. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 30S. LINE OF THE NORTHTHREE-QUARTERS OF THE W 1/2OF THE SE 1/4 OF SEC. 3071ST STREET NE(PUBLIC STREET)72ND STREET NE(PUBLIC STREET)73RD STREET NE(PUBLIC STREET)MCALLISTER AVENUE NE(PUBLIC STREET)PID: 118-500-304200MICHAEL & CARMEN KOLLES7387 MCALLISTER AVENUE NEOTSEGO, MN 55330PID: 118-500-301300JOHN & KARLA KOLLESPID: 118-197-000090PID: 118-275-001010SCOTT & LINDSAYHARRINGTONPID: 118-275-001050JOSPHAT LAGAT &MONTRINE MAKORIPID: 118-275-002040STEVEN & DENISEMUNTERPID: 118-275-002050THOMAS & SARAHNELSONPID: 118-275-003010GRIFFIN & KELLY LEWISPID: 118-275-003120JAY BRADLEY &ELIZABETH BRUDERPID:118-275-003140JEREMY & LINAJONESPID: 118-275-003150ANDREW & LISAASMUSPID: 118-275-004010STEPHEN & KRISTASIEWERTPID: 118-275-004020KELLY SANGER & JUSTINDEHARTYPID: 118-500-304300JOHN KOLLES REVOCABLE TRUSTPID: 118-500-304100CLARENCE SCHUMACHERPID: 118-500-304101NICHOLAS KOLLESPID: 118-500-301401JOHN KOLLES REVOCABLE TRUSTFENCE IS WESTERLYOF PROPERTY LINE3.3±FENCE IS ON OR NEARPROPERTY LINE2.5±JUNGLE GYM8.0±FENCE IS ON OR NEARPROPERTY LINEMCALLISTER AVENUE NE(PUBLIC STREET)EDGE OF WATERFENCE IS EASTERLY OF PROPERTY LINES89°54'02"E 1334.95N00°44'12"W 1978.75S89°35'57"E 1332.83S00°40'20"E 1985.73N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-EC01.DWG3302PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSEXISTING CONDITIONS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25MATT WELINSKI5359603/17/25SUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com120.000001'24' OR 12'0'120' 240' 360'1" = 120'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPROPERTY DESCRIPTIONThe following information was provided by Land Title, Inc., Issuing Agent for Old Republic National Title InsuranceCompany, File Number 698653, which has an effective date of July 9, 2024 at 7:00 am:The Southwest Quarter of the Northeast Quarter of Section 30, Township 121, Range 23, Except the East550.00 feet of the South 870.98 feet, thereof, as measured at right angles to the south and east line, WrightCounty, Minnesota.Abstract PropertyGENERAL NOTES1. Bearings of property lines shown hereon are based on the Wright County coordinate system, (NAD 83 - 2011 ControlAdjustment).2. Lengths of lines and distances between features are measured in US-Survey Feet.3. Wetlands were delineated by Westwood Professional Services.LEGENDGUY WIRECULVERTSANITARY MANHOLEBEEHIVE CATCH BASINPOWER POLEELECTRIC BOXSIGNMAIL BOXWETLANDSTEEL/WOOD POSTPOWER OVERHEADSANITARY SEWERSTORM SEWERTELEPHONE BOXFENCE LINECURB & GUTTERFOUND MONUMENT TREE LINEPOHSANSTOSETXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEPROPERTY DESCRIPTIONThe following information was provided by Land Title, Inc., Issuing Agent for Old Republic National Title InsuranceCompany, File Number 698657, which has an effective date of July 9, 2024 at 7:00 am:The North Three-Quarters of the West Half of the Southeast Quarter, Section 30, Township 121, Range 23,Wright County, Minnesota.Abstract Property T123456789101112131412345678910111213141512312345678910111213147124123456123413141512345678789101112131234562729394041424344191817910876512345637381234561234567891011121314123451OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT F213456791213151411116122120151616317186822231011242526345628109OUTLOT E29303132333435369147745463STREET 9STREET 6STREET 6STREET 6STREET 6STREET 676TH STREET NESTREET 773RD STREET NE73RD STREET NE72ND STREET NESTREET 2STREET 2STREET 271ST STREET NE71ST STREET NEMCALLISTER AVENUE NEMCALLISTER AVENUE NE0120240 360Sheet X of X SheetsSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PP01.DWG3303PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSOVERALL PRELIMINARYPLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##0'120 240 3601" = 120..........xEXISTING ZONING: A-1 & A-2xGROSS SITE AREA: 71.87 AC EXISTING WETLANDS TO REMAIN: 4.60 ACWETLAND BUFFERS: 2.64 ACxNET SITE AREA: 64.63 ACxDEVELOPMENT SUMMARYTOTAL SINGLE FAMILY HOMES 172 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 EASEMENTSWILL BE PROVIDED OVER ALL PUBLIC UTILITIES 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(55' LOTS)7,580 SF9,260 SF55' @ FRT SBK120'30', 25'7' / 7'; 14' TOTAL25'20'OUTLOT TABLEOUTLOTAGROSSAREAUSE OWNERSHIPWETLAND / PONDINGCITY 4.58 ACB CITY 0.90 ACTYPICAL SINGLE FAMILY (SF)LOT DETAIL10'5'10'7'25'20'5'55'/65'55'/65'120'120'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDINGSETBACK LINELOT NUMBERREAR BUILDINGSETBACKLOT LINEX,XXX SFLOT AREA±2.39 UN/AC±2.66 UN/AC75' @ FRT SBK IN CUL-DE-SACC CITY 5.19 ACD DEVELOPER 4.90 ACWETLANDREAR TO MCALLISTER AVE NE 25'WETLAND BUFFER10' MIN / 20' AVGWETLAND / PONDINGWETLAND / PONDINGSINGLE FAMILY(65' LOTS)10,918 SF65' @ FRT SBK120'7' / 7'; 14' TOTAL25'20'25'10' MIN / 20' AVGxPROPOSED ZONING: R-5 (CUP)55' SF HOMES (B9L23-46, B10, B13, B14, B15) 66 LOTS65' SF HOMES 106 LOTS NET: MEDIAN LOT AREA (all lots) 9,568 SFCORNER LOT WIDTH72'82'BUFFER SETBACK 20' 20'30', 25'E CITY 2.80 ACPONDINGF CITY 2.53 ACWETLAND / PONDING T70.0093.7466.0066.0066.0066.0075.1075.1086.0065.3266.0066.0066.0086.0668.1265.8865.8865.8865.5065.5065.5084.041234567891011121314123456789101231OUTLOT AOUTLOT B213575.10068.0070.0075.1075.1039 387 sf12,178 sf12,498 sf12,178 sf10,355 sf199,553 sf11,466 sf8,907 sf8,574 sf11,447 sf9,643 sf11,546 sf9,581 sf9,610 sf11,030 sf10,850 sf9,694 sf10,437 sf14,564 sf8,187 sf10,689 sf8,287 sf8,187 sf10,440 sf8,724 sf8,512 sf8,802 sf9,630 sf14,916 sf9,417 sf6489961026189896865657364141112595050507012038 38 763838120538323118763828120 10856144724556014160116321367063366666866844366598718145467891407971251261281326766236656801057951061391385660606061371621251335666612414714715238347 59656583125125612412513063112924151694STREET 9STREET 676TH STREET NEPONDEXISTINGWETLANDEXISTINGWETLANDR60R5028 B-B 60 R/W 60R/W28B-B28B-B60R/W20 ft Wetland Buffer(10 ft min / 20 ft avg)20 ft WetlandBuffer Setback20 ft WetlandBuffer Setback5 ft Sidewalk5 ft Sidewalk5 ft SidewalkWetland Fill(2,065 sf)150.00050100 150Sheet X of X SheetsSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PP02.DWG3304PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY PLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........SCALE: 1 INCH = 50 FEET 70.0093.7468.128910111213141512312345678910111213124OUTLOT BOUTLOT COUTLOT D45675.1072.5166.0066.0066.0065.3765.3766.0064.5064.5064.5 077.5065.5068.0065.2468.43 68.431668.00100.80365.0065.6166.0068.0074.4486.0065.00171868.0039,387 sf10,355 sf11,466 sf8,907 sf9,996 sf9,996 sf9,864 sf9,864 sf9,440 sf9,753 sf8,920 sf8,580 sf9,184 sf12,325 sf12,390 sf9,610 sf225,876 sf14,916 sf9,417 sf9,698 sf12,707 sf12,101 sf10,578 sf9,051 sf9,167 sf12,413 sf9,299 sf562,804 sf8,450 sf8,450 sf14,842 sf8,887 sf10,728 sf11,874 sf6489961116011826188711371555559914472451164377891407971251261 0 5 10536130471305606 3 63604413091130 130911308788137 4266175813066130825174261971487886138152648155107116331396712926951292651337337416866130168151306949612413161656544146867797254366666016713713713117766565301 4 5 1956481 5 5 130130130213,611 sf3STREET 6STREET NESTREET 7MCALLISTER AVENUE NE11,246 sfEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDPOND5 ft Sidewalk28B-B60R/W20 ft WetlandBuffer Setback20 ft WetlandBuffer(10 ft min /20 ft avg)20 ft WetlandBuffer Setback5 ft Sidewalk28 B-B 60R/W 20 ft Wetland Buffer(10 ft min / 20 ft avg)20 ft Wetland40R/WPOND050100 150Sheet X of X SheetsSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PP02.DWG3305PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY PLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........SCALE: 1 INCH = 50 FEET 1213147123456123413141578299108765123456373812345OUTLOT C711166.0066.0066.0066.001286.0066.6366.6266.6266.6266.6064.5064.5064.50 15166890.0066.5065.5065.505066.7365.5065.5065.50101139OUTLOT E313233 34353657.0057.0057.0085.0056 5557.0756.9665.0065.0067.5067.5084.0090.5176.4773.0073.0073.0086.6765.5065.5065.5065.5067.5067.5067.0066.5067.0067.0067.0067.0066.509,599 sf9,749 sf8,884 sf8,515 sf8,515 sf8,515 sf8,908 sf8,710 sf8,710 sf8,710 sf8,710 sf9,357 sf8,778 sf7,410 sf7,410 sf13,862 sf9,425 sf9,005 sf9,996 sf9,996 sf9,211 sf9,211 sf9,348 sf11,434 sf9,262 sf11,179 sf10,791 sf10,643 sf9,260 sf8,675 sf10,706 sf11,697 sf9,831 sf8,747 sf8,515 sf225,876 sf13,706 sf13,969 sf9,292 sf8,645 sf8,836 sf12,243 sf12,619 sf11,983 sf122,162 sf8,776 sf8,515 sff9,260 sf9,793 sf10,623 sf11,112 sf13,511 sf562,804 sf85626211130603099129130 90506665661442612961656666130 130 130 130 556767676763130 716767676766130 130 130 130 1302424873135 16276575776130130130147507 13024244924135731113060140140601811 0 5 13047130 47130586666364646454130791301307913379130808613231676790909014564746311711714513496666661401067130786776354126649013044866 439918130511305365631306513090786 1553062883412959130 19434446831190367374766265 5436513013014287568323415816416868753967119196151391301741 5 5 STREET 6EET 673RD STREET NE73RD STREET NE72ND STREET NEMCALLISTER AVENUE NE73RD STREET NEPONDPONDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLAND20 ft WetlandBuffer SetbackWetland Fill(2,012 sf)5 ft Sidewalk60R/W28B-BWetland Fill(10,427 sf)5 ft Sidewalk28B-B60R/W28 B-B 60 R/W 5 ft SidewalkWetland Fill(17,812 sf)5 ft Sidewalk28B-B60R/W40R/W050100 150Sheet X of X SheetsSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PP02.DWG3306PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY PLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........SCALE: 1 INCH = 50 FEET 78.0056.7556.7556.7556.7556.7556.6013141512345678910111213123456272394041424344191817637381234561234567891011121314OUTLOT F91213151411666.002120222375.0056.0056.0056.0056.0056.0075.1456.0056.0056.0056.0065.5065.5065.5065.5065.50 65.50 65.74 65.7365.5083.0080.0057.0057.0057.0057.0057.0066.25 24252634562810OUTLOT E2930313233 343536957.0057.0057.0056.96 85.001456.0056.55755.8355.8355.8355.8355.8355.8375.00755.8355.8355.8355.8355.8355.8375.0075.0056.0056.0056.0056.0056.0056.0056.0056.0056.0056.0056.0056.0077.6957.0056.5556.55454657.0756.9656.9665.0065.0067.5067.5084.007,486 sf7,531 sf7,577 sf7,623 sf7,669 sf7,348 sf7,394 sf7,440 sf9,357 sf9,341 sf9,690 sf8,778 sf7,410 sf7,410 sf11,578 sf11,708 sf8,550 sf8,550 sf8,550 sf9,687 sf8,550 sf8,550 sf7,560 sf7,560 sf13,326 sf10,122 sf7,560 sf7,560 sf7,560 sf9,367 sf9,425 sf9,005 sf7,560 sf7,560 sf7,560 sf7,560 sf13,326 sf10,122 sf7,560 sf7,640 sf6,743 sf6,796 sf6,959 sf7,216 sf7,479 sf7,721 sf10,527 sf10,517 sf7,480 sf7,716 sf7,749 sf10,317 sf10,295 sf9,462 sf7,591 sf7,467 sf7,598 sf7,450 sf7,306 sf7,303 sf11,969 sf7,945 sf7,945 sf7,945 sf7,945 sf8,752 sf9,918 sf10,913 sf7,945 sf10,711 sf9,700 sf110,106 sf11,499 sf12,243 sf12,619 sf11,983 sf11,149 sf11,741 sf122,162 sf8,776 sf8,515 sf8,515 sf9,604 sf11,112 sf13,511 sf60309990716745565656565656565674134565656565656756075565656565656565656565656784013313513613713713213113230464646201302424873135 132119922621432057571676575776130130130925766577957765757575771148406 1 6165 59 46186 7757575757573315015015015015015014475565656565610413571565656565644135135947575131131613513513516474747331302424492486130135731171565656565644135135135135135946135 34564613513812160181359136601201656123403312723565661321361401950137526 1376371362856562132565614013819547556134325278662314410037565656135402816561361056111311307363674575757575772153541407457575757573814014014014014261326140 1346 9030386 2 7 12387 24 5887105 89696767622 814265 1943444683119016336737415190766265 6557 4365652313013013087568323416868753967119112,482 sfSTREET 6STREET 672ND STREET NESTREET 2STREET 2STREET 271ST STREET NE71ST STREET NEMCALLISTER AVENUE NEMCALLIPONDPONDEXISTINGWETLAND5 ft Sidewalk28B-B60R/W60R/W28B-B5 ft SidewalkWetland Fill(1,219 sf)28B-B60R/W28B-B60R/W5 ft Sidewalk5 ft Sidewalk5 ft Sidewalk5 ft Sidewalk28B-B 60R/W 28B-B 60R/W 40R/W40R/WPOND050100 150Sheet X of X SheetsSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PP02.DWG3307PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY PLAT17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........SCALE: 1 INCH = 50 FEET 943.82943.92943.72943.59943.74943.56943.93943.71932.78932.12932.06931.95938.87925.36925.27926.08925.86926.10936.49POST-SF 35.035.1POND 6 - FILTRATIONOUTLET = 940.0BOTTOM = 939.0DT IE = 937.25DT OUT = 934.0100 YR HWL = 941.3BERM = 944.0EOF = 943.5POND 4PPNURPOUTLET = 930.5BOTTOM = 925.5100 YR HWL = 932.9BERM = 935.0EOF = 934.5POND 1PPFILTRATIONOUTLET = 928.0BOTTOM = 926.5DT IE = 924.5DT OUT = 923.25100 YR HWL = 929.7BERM = 932.0EOF = 931.5EX. WETLAND 5EX. 100 YR HWL = 938.1PR. 100 YR HWL = 936.3EX. WETLAND 6100 YR HWL = 941.3EOF = 943.5EX. WETLAND 4bOUTLET = 931.0100 YR HWL = 932.8EOF = 934.5POND 3aPPOUTLET = 928.0BOTTOM = 923.0100 YR HWL = 930.3BERM = 930.0EX. WETLAND 2100 YR HWL = 928.0EX. WETLAND 4a100 YR HWL = 931.4EX. WETLAND 8100 YR HWL = 930.0EX. WETLAND 9100 YR HWL = 931.2EX. WETLAND 3OUTLET = 928.0100 YR HWL = 930.3EOF = 929.5SECTION 30 WETLAND(CITY POND 33)OUTLET = 923.0100 YR HWL = 928.1LAF = 929.6931.06931.11931.20952954956958POND 4d - NURPOUTLET = 932.0BOTTOM = 927.0100 YR HWL = 935.3EOF = 937.7POND 8P - NURPOUTLET = 930.0BOTTOM = 923.0100 YR HWL =930.7BERM =932.0EOF = 931.5929.53929.60928.85EX EOF28.6930.64931.62POST-SFPOST-SFPOST-SFPOST-SF EOF31.5EOF31.5EOF34.5EOF34.5EOF43.5EOF43.5EOF29.5SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSF SF SFSFSF930930930930930930926926928928928928932932932932934936938930930922922924926928932932930 922922922922922922922922922922922924924924924924924926926928928932932934934 936936938932932934936 938930930932934936932934930932934936932932934936938934934936938 940938938938938942940940950950934934936936938938942 942944944 946946948948950960 960960960946946948948948952954954956 956958958962962962962964 964960962962962960960962962930930 940940940950932932 934936 936936938 942 944946948 952 930930926926928 928932932932 934932922922922930926928932934930924926928932934936940950938942944946948123456789101112131412345678910111213141512312345678910111213147124123456123413141512345678789101112131234562729394041424344191817910876512345637381234561234567891011121314123451OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT F213456791213151411116122120151616317186822231011242526345628109OUTLOT E2930313233 3435369147745463STREET 9STREET 6STREET 6STREET 6STREET 6STREET 676TH STREET NESTREET 773RD STREET NE73RD STREET NE72ND STREET NESTREET 2STREET 2STREET 271ST STREET NE71ST STREET NEMCALLISTER AVENUE NEMCALLISTER AVENUE NEMCALLISTER AVENUE NE73RD STREET NE695.15300301302304SSESSSSSSSSTECOWECORN CORNCORNCORNCORNCORNCORNCORNSOYSOYSOYSOYSOYSOYCORNCORNCORNCORNCORNCORNCORNCORNXXXXXXXXPOHPOHPOH POH POH POH POH POH POH POH POH POH POH POHPOHSANWATSTO SSS948928938930938946944942936 956956958952952946940944946940944940932 926926934934936934926932932936936932936936936934 938936934930924928932926934936936934936928926924926928930934936938942942940N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP01.DWG3308PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSOVERALL PRELIMINARYGRADING DRAINAGE &EROSION CONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com200'40' OR 20'0'200' 400' 600'1" = 200'..........PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND1. 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.GRADING & DRAINAGE NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.VARIESLAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6980.0983.0WO989.2991.0DRIVEWAYLOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.4' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.0' 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.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".983.0991. 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 NOTESROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDSEE SHEET 09SEE SHEET 10SEE SHEET 11SEE SHEET 12SEE SHEET 13 930924926928932934936936930930930922922922922922922924926928930940940924926928932934936936938938934.153O938.1934.9SEWO934.9937.5929.3R937.5937.5929.3R937.5938.1934.9SEWO934.9937.7935.2SEWO(1)935.2937.2935.3SEWO(2)935.3937.1928.9R937.1936.7928.5R936.7936.3928.1R936.3935.0932.5SEWO(1)932.5935.0932.5SEWO(1)932.5934.4931.2SEWO931.2934.7931.5SEWO931.5935.2932.0SEWO932.0935.6932.4SEWO932.4936.0932.8SEWO932.8936.0932.8SEWO932.85.6%5.6%5.7%5.7%4.9%56.4%6.0%6.0%7.9%7.4%7.1%4.1%4.7%3.9%3.9%4.8%3.0%936.0932.8SEWO932.8.9%POND 1PPFILTRATIONOUTLET = 928.0BOTTOM = 926.5DT IE = 924.5DT OUT = 923.25100 YR HWL = 929.7BERM = 932.0EOF = 931.5SECTION 30 WETLAND(CITY POND 33)OUTLET = 923.0100 YR HWL = 928.1LAF = 929.636.236.235.935.535.135.435.836.23533.233.233.333.4 33.734.234.635.030313233POST- SF POST-SFPOST-SFPOST-SFPOST-SF POST-SFT-SFPOST-SFPOST-SF POST-SFPOST-SF POST-SFHP34.1EOF31.529.928.1.732.032.032.032.032.032.026.225.126.126.724.126.524.732.333.034.434.632.53:13:13:14:14:1930 928 932930928932930928932930924926928932934930924926928932934SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF 930922922924926928 932930922922922922922922922922922922924924924924924924926926928928932 93493292292292293092692893293493092492692893293493612345678910111213123451OUTLOT A21STREET 9STREET 6USTPT 36INUSTPT 36inCORN CORN CORNORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30313233HP 29+92.69ELEV 935.91LP 3+86.18ELEV 932.780.67%0.60%0.60%1.07%93293092892692492892493493893693492692893493293292892693493693893893493693493293693693693492692830"FES 28124" FES-250IE=923.00OCS-249RE=930.04IE=923.25 (24")CBMH-313RE=933.72IE=929.72 (12")CBMH-318RE=933.45IE=929.42 (15")STMH-321RE=932.89IE=929.04 (15")CBMH-307RE=932.88IE=928.92 (15")2.0' SUMP=926.9215" FES-311IE=928.00N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP02.DWG3309PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........DENOTES DIRECTION OF DRAINAGEEXISTINGPROPOSEDGRADING 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-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSC6" PERFORATED DRAINTILEDT IE = 924.5DT IE = 923.25SILT FENCE (TYP.)INLET PROTECTION (TYP.) 930993293293493493493493693693093093093093093093093092492492692692692892892893293293293293493493493493093092692692892893293293493493693693938925.36925.27926.08925.86926.10937.0 933.8 SEW O 936.8933.6SEWO933.6936.5933.3SEWO933.3936.1932.9SEWO932.9935.7932.5SEWO932.5935.3932.1SEWO932.1935.5932.3SEWO932.3935.9933.4SE(1)936.6936.2933.7SE(1)936.9936.8933.6SE936.8935.4932.2SE935.4934.6932.7SE(2)935.9934.6931.4SEWO931.4935.6932.4SEWO932.4936.8933.6SEWO933.6935.4932.2SEWO932.2936.6933.4SEWO933.4935.9932.7SEWO932.7935.9932.7SEWO932.7936.2933.0SEWO933.0936.5933.3SEWO933.3936.8933.6SEWO933.6937.1933.9SEWO933.9937.5934.3SEWO934.3937.3934.1SEWO934.1937.5934.3SEWO934.3938.1934.9SEWO934.9937.5929.3R937.56.8%6.7%6.7%6.7%6.5%6.3%4.9%5.8%5.7%5.9%6.5%6.6%6.5%6.7%6.7%6.4%6.6%6.4%6.8%6.7%6.9%6.8%9.1%9.0%8.4%6.5%6.4%6.4%936.0932.8SEWO932.835.035.17.9%FILTRATIONOUTLET = 928.0BOTTOM = 926.5DT IE = 924.5DT OUT = 923.25100 YR HWL = 929.7BERM = 932.0EOF = 931.5EX. WETLAND 2100 YR HWL = 928.0EX. WETLAND 8100 YR HWL = 930.0EX. WETLAND 9100 YR HWL = 931.235.335.034.634.233.833.634.034.434.833.733.132.733.934.635.135.535.936.236.236.235.835.233.633.433.533.833.0012322 23242526272829300123POST-SF POST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOSTEX EOF28.6930.64931.62EOF31.532.032.032.030.831.331.131.531.433.033.733.532.032.034.632.529.230.227.527.528.626.831.436.335.032.931.73:110:13:13:1930928932SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFSFSFSFSF SF SFSFSFSF SF SF SF930930930930930926926928928932932932930932 932932934934 936936938932932934936 93893034936930926926928 9289329329309293293493612131456789101112131415123123456121OUTLOT B134561617183STREET 676TH STREET NESTREET 7302-MH= 932.82EX-MHRE = 933.06SEX-MHRE = 928.37TERN CORNCORNCORNCORNCORN CORN XXXX CORNCORNCORNCORNCORNCORNCORNCORNCORNCORNPOHPOHPOHPOHPOH POH STOSTOSTO22 232425262728293001230123HP21+72.80935.05LP 25+33.45ELEV 933.14HP 29+92.69ELEV 935.91LP 1+82.32ELEV 932.83SSANSANSAN0 .6 0 %0.60%0.67%0.67%1.10%0.60%934936938936934934934934932934926928932936936936934928930930934936932930 928928928934936936934 934926928 932932934936936934CBMH-260RE=933.75IE=929.64 (15")STMH-273RE=933.65IE=928.37 (30")CBMH-269RE=933.02IE=928.46 (30")CBMH-280RE=932.54IE=928.19 (30")CBMH-276RE=932.32IE=928.12 (30")30" FES-281IE=926.50CBMH-268RE=932.63IE=928.57 (30")CBMH-286RE=932.08IE=928.33 (12")24" FES-295IE=930.0024" FES-296IE=930.00CB-271RE=933.75IE=929.75 (12")CB-277RE=932.32IE=928.09 (30")CB-267RE=932.63IE=928.63 (18")CB-285RE=932.19IE=928.46 (12")N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP02.DWG3310PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........DENOTES DIRECTION OF DRAINAGEEXISTINGPROPOSEDGRADING 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-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCSILT FENCE (TYP.)INLET PROTECTION (TYP.) 930930932934936936938938930930928928932932934936936932932934934934936936936938938938938932.78932.12932.06931.95POST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF936.49937.4935.5SEWO(2)935.5937.4935.5SEWO(2)935.5938.0935.5SEWO(1)935.5938.7935.5SEWO935.59387935.5SEWO935.5936.0936.8934.3SE(1)937.5936.2934.3SE(2)937.5936.2934.3SE(2)937.5936.2 934.3 SE(2) 937.5936.2934.3SE(2)937.5936.2934.3SE(2)937.5936.2934.3SE(2)937.5936.8934.3SE(1)937.5936.8934.3SE(1)937.5935.4932.2SEWO932.2936.0932.8SE936.0937.0934.5SEWO(1)934.5937.0 933.8 SEWO 933.8936.8933.6SEWO933.6935.4932.2SE935.4935.96.9%6.7%8.4%6.5%6.3%7.0%7.7%9.2%8.6%9.8%9.9%7.7%6.6%5.0%4.6%6.8%7.5%7.0%7.4%POND 4PPNURPOUTLET = 930.5BOTTOM = 925.5100 YR HWL = 932.9BERM = 935.0EOF = 934.5EX. WETLAND 5EX. 100 YR HWL = 938.1PR 100 YR HWL = 936 3EX. WETLAND 4bOUTLET = 931.0100 YR HWL = 932.8EOF = 934.5POND 3aPPOUTLET = 928.0BOTTOM = 923.0100 YR HWL = 930.3BERM = 930.0EX. WETLAND 4a100 YR HWL = 931.4EX. WETLAND 3OUTLET = 928.0100 YR HWL = 930.3EOF = 929.535.635.936.4835.234.734.333.633.333.834.334.735.135.435.3931.06931.11931.2035.833.933.433.8341314151617 1819202122 EX EOF36.4HP35.8POST-SF POST-SF POST-SF POST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOND 8P - NURPOUTLET = 930.0BOTTOM = 923.0100 YR HWL =930.7BERM =932.0EOF = 931.5929.53929.60928.85EX EOF28.6930.64931.62POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SF36EOF34.5EOF34.532.734.034.034.034.034.034.134.034.034.034.034.034.034.034.034.034.032.032.032.931.730.438.7 930 926928932932934934 9309289329343:14:13:13:14:13:110:110:13:13:1930930924926 926928928EOF29.53:1 3:110:110:110:13:1SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSF SF SFSFSFSFSF SF SF930930928928932932934936938 93093293493693293493093293493693293293493693893 8 930930 940932 934936 936936938 93093256789101112131424123456OUTLOT COUTLOT D467151636STREET 6STREET 7MCALLISTER AVENUE NEIE=934.46IE=935.12IE=926.30IE=932.54IE=931.22IE=927.13COWEXXX X SOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNPOHPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHSTOSTO1314151617 1819202122 34LP 18+09.44ELEV 932.90HP 21+72.80ELEV 935.05LP 1+28.90ELEV 935.250.60%0.60%0.71%0.71% 0 .6 0 %936926928936 934CB-194RE=932.39IE=928.32 (24")CB-234RE=933.28IE=928.58 (12")CBMH-208RE=935.24IE=929.36 (15")24" FES-195IE=928.00CBMH-193RE=932.39IE=928.37 (24")CBMH-233RE=932.74IE=928.52 (18")CBMH-229RE=933.26IE=928.68 (18")CBMH-228RE=934.55IE=929.10 (15")CBMH-209RE=935.24IE=929.31 (15")STMH-166RE=934.12IE=930.53 (36")36" FES-168IE=930.5030" FES-205IE=931.0030" FES-206IE=931.0036" FES-203IE=926.50OCS-200RE=934.08TOP WEIR WALL= 931.7012" ORIIFACE = 930.5IE=930.50 (36")IE=930.50 (36")36" FES-201IE=930.0012" FES-288IE=928.0024" FES-293IE=925.25OCS-290RE=930.42IE=928.00 (24")IE=928.00 (21")24" FES-291IE=927.6024" FES-238IE=928.0024" FES-239IE=928.00CBMH-162RE=934.74IE=930.68 (36")928926932934926928934932926928934934928934934932936936938934N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP02.DWG3311PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........DENOTES DIRECTION OF DRAINAGEEXISTINGPROPOSEDGRADING 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-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCSILT FENCE (TYP.)INLET PROTECTION (TYP.) 940940940940934934936936936936936936938938938938938938942942944944946946948948948948936936938940938938942944946946943.56938.87SF936.49947.0 943.8 SE 947.0 950.0946.8SE950.0949.5946.3SE949.5948.9945.7SE948.9947.4944.2SE947.4946.1943.6SE(1)946.8945.1936.9LO940.1946.2938.7WO(1) 938.7 947.2939.0R947.2947.1938.9R947.1946.2938.7WO(1)938.7946.9938.7WO938.7946.9938.7WO938.7 947.0938.8WO938.8946.6938.4WO938.4950.0941.8LO945.0949.1940.9LO944.1948.2940.0LO943.2946.2938.0R946.2943.9935.7R943.9944.4936.9LO(1)940.1943.8936.9LO(2)940.1946.2938.7WO(1)938.7946.2938.7WO(1)938.7945.6938.7WO(2)938.7945.6938.7WO(2)938.7938.8936.9SE(2)940.1938.8936.9SE(2)940.1940.1936.9SE940.1939.4936.9SE(1)940.1940.1936.9SE940.1940.1936.9SE940.1940.1936.9SE940.1939.4936.9SE(1)940.1938.8936.9SE(2)940.1938.8936.9SE(2)940.1939.4936.9SE(1)940.1939.3932.4R(2)940.6938.8931.3R(1)939.5938.3930.8R(1)939.0938.1929.9R938.1937.6929.4R937.6937.4935.5SEWO(2)935.5937.4935.5SEWO(2)935.5938.0935.5SEWO(1)935.5938.7935.5SEWO935.5938.7935.5SEWO935.5939.2936.0SEWO936.0939.7936.5SEWO936.5938.9930.7R938.9938.5930.3R938.5939.3931.1R939.3939.7931.5R939.7939.4936.9SE(1)940.16.9%7.3%6.8%6.5%7.8%8.6%6.6%8.0%6.3%5.0%2.4%0.2%8.0%7.8%8.2%6.3%5.4%5.2%6.9%6.7%8.4%946.3938.8WO(1)938.8945.7937.5LO940.72.8%5.1%4.9%6.4%7.0%7.0%7.9%9.2%7.6%8.9%7.8%6.8%6.6%POST-SFPOST-SFPOST-SFPOST-SFPOST-SF7.4%6.6%6.8%6.8%947.1938.9WO938.9946.2938.7WO(1)938.77.1%9.0%8.6%8.4%7.4%9.2%7.2%EX. WETLAND 5EX. 100 YR HWL = 938.1PR. 100 YR HWL = 936.37.6%7.4%8.4% 9.6% 8.0% 6.4% 6.2% 5.1%5.4%940.4932.2R940.46.0%6.5% 6.5% 6.6% 7.8%45.144.844.444.143.743.443.844.144.444.845.145.544.743.943.042.241.237.136.837.1 37.5 37.9 38.3 38.6 38.4 37.837.338.038.3 37.9 37.5 37.044.744.644.245.146.447.547.646.745.744.537.737.036.335.635.635.936.436.837.337.735.8POND 4d - NURPOUTLET = 932.0BOTTOM = 927.0100 YR HWL = 935.3EOF = 937.7012346 78910111213144567890123456789012345EOF37.7EOF36.4HP39.0LP34.048.140.2POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SF POST-SFPOST-SF36.539 938.438.233.934.034.034.034.034.034.0 34.034.034.034.034.444.045.2HP46.044.044.044.046.935.242.335.235.336.637.93434.034.138.8 38.7 37.7 35.3 34.033.238.034.034.034.0 34.0 34.0 34.0 34.0 34.0 34.0 34.036.834.034.034.034.034.010:13:13:1 3:13:13:110:110:1 10:110:110:19309409289329349369389309409289329349369389309289329349369389309409289329349369389429449469309409289329349369389429449469 3 9309409289329349369389429443:13:12.0%35.1936938934940938942944940938942944SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSF SF 936938934934936938 940938938938938942940950950934934936938942944 946946948948940940940942 9409509389429449469487123456123413141578782939401791087651234563738123451211116128101134569OUTLOT E2930313233 343536STREET 673RD STREET NE73RD STREET NE72ND STREET NESTREET 2MCALLISTER AVENUE NE73RD STREET NEIE=938.10ESSEX-MHRE = 935.82EX-MHRE = 934.84EX-MHRE = 934.92SEX-MHRE = 934.94EX-MHRE = 934.86SIE=937.40X XXXXPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOH SANSANSANWATWATWATSTOSTOSTOSANSANWATWAT4567890123401234501234567896 7891011121314LP 6+41.85ELEV 943.02HP 5+99.77ELEV 944.35HP 0+77.86ELEV 947.77LP 2+14.02ELEV 936.89HP 4+18.39 ELEV 938.22 LP 7+50.78ELEV 936.48LP 1+28.90ELEV 935.25SSANSAN0.60%1.28%1.28%0.60%0.60%0.75%2.86%1.00%1.00%0.60%0.60%1.35%2.00%1.48%1.00%0.90%CBMH-208RE=935.24IE=929.36 (15")CBMH-209RE=935.24IE=929.31 (15")CB-211RE=933.01IE=929.50 (12")CB-171RE=937.46IE=933.46 (12")CB-164RE=933.89IE=930.89 (12")CB-241RE=942.23IE=938.23 (12")CB-141RE=936.39IE=932.39 (12")CBMH-154RE=937.47IE=931.41 (36")STMH-179RE=938.30IE=931.44 (36")CBMH-152RE=937.27IE=931.55 (15")CBMH-150RE=935.97IE=931.84 (15")CBMH-149RE=935.96IE=931.96 (12")CBMH-142RE=936.39IE=932.28 (15")CBMH-135RE=942.50IE=935.07 (24")24" FES-137IE=932.00CBMH-133RE=942.50IE=937.37 (21")12" FES-190IE=932.00CBMH-242RE=942.28IE=938.12 (15")STMH-244RE=942.39IE=938.05 (15")CBMH-175RE=940.34IE=931.74 (36")CBMH-173RE=940.34IE=931.78 (36")OCS-172RE=935.58IE=932.00 (36")IE=931.00 (36")12" FES-182IE=931.00CBMH-162RE=934.74IE=930.68 (36")CBMH-160RE=934.75IE=930.65 (36")CBMH-158RE=935.23IE=930.98 (36")CBMH-156RE=936.12IE=931.15 (36")15" FES-146IE=932.00CBMH-177RE=939.11IE=931.59 (36")CBMH-131936938948946946928942946946 946948946938936946946944944946938936 944944946 N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP02.DWG3312PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........DENOTES DIRECTION OF DRAINAGEEXISTINGPROPOSEDGRADING 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-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCPOST CONSTRUCTIONSILT FENCE (TYP.)SILT FENCE (TYP.)SILT FENCE (TYP.)INLET PROTECTION (TYP.) 940950960934936938942944946946946948948948952954956958962962962950944946946946948940950960942944946948952954956958962964950960944944946946948952954956958962964954.9946.7R954.9955.6947.4R955.6956.2948.0R956.2956.5948.3R956.5956.0947.8R956.0955.7947.5R955.7954.1945.9R954.1953.8945.6R953.8953.3945.1R953.3952.7944.5R952.7952.2944.0R952.2951.7943.5R951.7951.2943.0R951.2950.7942.5R950.7950.3942.1R950.3950.4942.2R950.4950.9942.7R950.9951.2943.0R951.2951.3943.1R951.3951.3943.1R951.3953.9945.7LO948.9955.1946.9LO950.1955.5947.3LO950.5955.5947.3LO950.5955.2947.0LO950.2954.9946.7LO949.9954.5946.3LO949.5955.1946.9R955.1950.6942.4WO942.4948.9940.7R948.9949.5941.3R949.5950.0941.8R950.0950.5942.3R950.5950.0941.8R950.0949.6941.4R949.6948.6940.4R948.6949.1940.9R949.1947.0 943.8 SE 947.0 946.2938.7WO(1) 938.7 948.2940.0WO940.0947.8939.6WO939.6947.2939.0R947.2947.8939.6R947.8948.3940.1R948.3948.1939.9R948.1947.6939.4R947.6947.1938.9R947.1946.9938.7WO7 947.0938.8WO938.8947.5939.3WO939.3948.0939.8WO939.8948.6940.4WO940.4949.1940.9WO940.9950.0941.8WO941.8950.5942.3WO942.3946.6938.4WO99.5%9.5%9.6%9.4%9.6%9.3%9.8%9.4%9.6%9.3%9.1%8.7%7.3%7.1%8.1%8.4%7.8%6.9%5.9%7.7%6.4%7.2%7.4%6.7%6.9%951.3943.1WO943.1949.2941.0WO941.0947.3939.8WO(1)939.8946.2938.7WO(1) 938.7 946.2938.7WO(1) 938.7 950.0941.8WO941.8949.4941.2WO941.2948.8940.6WO940.6945.7937.LO9409.7%6.2%6.6%8.0%8.3%4.9%6.4%8.1%8.2%7.8%6.5%7.0%6.8%7.0%7.0%7.1%7.0%7.0%7.2%7.0%7.1%7.3%7.0%6.8%7.9%6.6%7.3%7.4%POST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SF947.1938.9WO938.97.2%7.1%7.0%7.6%7.1%6.8%7.4%7.1%8.5%8.7%9.2%POND 6 - FILTRATIONOUTLET = 940.0BOTTOM = 939.0DT IE = 937.25DT OUT = 934.0100 YR HWL = 941.3BERM = 944.0EOF = 943.5EX. WETLAND 6100 YR HWL = 941.3EOF = 943.549.549.249.048.748.548.548.949.349.750.150.550.951.352.853.353.753.953.552.852.853.553.953.653.252.850.848.548.547.947.346.746.245.645.144.845.145.546.046.547.147.648.148.147.647.146.646.145.68.5%9.0%48.246.044.544.044.444.744.744.6012345 6 012348910111201234567891011121348.548.047.446.846.345.7POST-SFPOST-SFF EOF43.560.562.263.964.662.159.959.457.556.756.655.452.851.550.851.353.552.349.950.551.043.242.542.941.940.939.938.438.234.034.034.435.837.639.237.438.539.740.840.542.043.144.245.346.547.646.046.046.046.046.046.046.3EOF43.543.144.045.2HP46.044.04434.0936 938 9429449469482.0%2.0%2.0%2.0%2.0%35.1940 938 942 944 946 940942944946948SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 12345678910111213123456273940414243441918171234561234567891011121314OUTLOT F9131514212022232425266281029914774546STREET 6STREET 2STREET 271ST STREET NE71ST STREET NEMCALLISTER AVENUE NE300301304EX-MHRE = 950.74SEX-MHRE = 949.15SEX-MHRE = 954.89EX-MHRE = 950.74SCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXX XPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH P SANSANSANWATWATWATSTOSTO STOSTOSTO0123456789101112130123489101112012345 6 HP 1+73.82ELEV 953.52LP 9+71.45ELEV 948.10LP 4+63.72ELEV 943.68HP 5+99.77ELEV 944.35SSANSANSAN4.80%3.45%3.45%0.60% 0.60%1.281.25%0.72%0.72%0.43%CBMH-133RE=942.50IE=937.37 (21")12" FES-190IE=932.00CBMH-188RE=935.66IE=932.66 (12")CBMH-186RE=943.17IE=934.69 (12")CBMH-184RE=943.16IE=934.91 (12")18" FES-197IE=940.0018" FES-198IE=940.00CBMH-128RE=947.59IE=943.56 (15")CBMH-129RE=947.59IE=943.48 (18")CBMH-303RE=948.33IE=944.22 (15")CBMH-216RE=951.45IE=945.93 (15")CBMH-215RE=951.69IE=946.01 (15")STMH-218RE=949.50IE=940.82 (15")15" FES-220IE=940.00OCS-183RE=940.00IE=935.25 (12")CBMH-223RE=951.45IE=947.34 (15")CBMH-299RE=948.89IE=944.76 (15")CBMH-131RE=941.98IE=937.98 (21")CB-302RE=948.33IE=944.33 (12")CB-298RE=948.89IE=944.89 (12")CB-222RE=951.45IE=947.45 (12")946 938936946946944944 952950948946944942942940942944940944 944944946 948950948954954954942946948950954956958958954954950950950942946950948948 946 946944938 940 942948948942954956N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-GDP02.DWG3313PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'..........DENOTES DIRECTION OF DRAINAGEEXISTINGPROPOSEDGRADING 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-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSC6" PERFORATED DRAINTILEDT IE = 937.25DT IE = 937.25DT IE = 934.0 12345678910111213123451OUTLOT A21STREET 9STREET 6CORN CORN CORNORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXXXXXXXXXXXXXXXXXXXXXXXXXXXMH-71RE=932.93IE=922.66 (8" E)D=10.3150 LF-8" SAN SEW @ 1.42%120 LF-8" SAN SEW @ 0.40%309 LF-8" SAN SEW @ 0.40%8" DIP WM8" DIP WM8" DIP WMMH-62RE=934.01IE=920.53 (8" E)IE=920.53 (8" W)IE=920.43 (8" S)D=13.6MH-64RE=935.83IE=919.19 (8" N)IE=919.09 (8" S)D=16.7309 LF-8" SAN SEW @ 0.40%106 LF-8" SAN SEW @ 0.40%MH-61RE=934.73IE=921.10 (8" E)IE=921.01 (8" W)D=13.7REMOVE PLUG &CONNECT TO EX WM30313233N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-UTP01.DWG3314PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000015'10' OR 5'0'50' 100' 150'1" = 50'..........SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTURE FILTRATIONOUTLET = 928.0BOTTOM = 926.5DT IE = 924.5DT OUT = 923.25100 YR HWL = 929.7BERM = 932.0EOF = 931.5EX. WETLAND 2100 YR HWL = 928.0EX. WETLAND 8100 YR HWL = 930.0EX. WETLAND 9100 YR HWL = 931.212131456789101112131415123123456121OUTLOT B134561617183STREET 676TH STREET NESTREET 7302STERN CORNCORNCORNCORNCORN CORN XXXX CORNCORNCORNCORNCORNCORNCORNCORNCORNCORNPOHPOHPOHPOHPOH POH STOSTOSTOSSANSANSANMH-64RE=935.83IE=919.19 (8" N)IE=919.09 (8" S)D=16.7MH-66RE=935.43IE=918.67 (8" N)IE=918.57 (8" SW)D=16.9MH-68RE=934.81IE=918.20 (8" NE)IE=918.10 (8" SW)D=16.7MH-4RE=934.04IE=914.36 (8" NW)IE=914.46 (8" NE)IE=914.46 (8" SW)D=19.7MH-2RE=932.97IE=913.15 (8" W)IE=913.25 (8" E)D=19.8MH-3RE=932.95IE=913.60 (8" W)IE=913.70 (8" SE)D=19.4MH-5RE=933.51IE=914.77 (8" NE)IE=914.87 (8" S)D=18.7MH-6RE=933.09IE=915.23 (8" N)IE=915.33 (8" S)D=17.9MH-7RE=934.57IE=916.39 (8" N)IE=916.49 (8" S)D=18.2MH-121RE=934.97IE=916.72 (8" N)IE=916.82 (8" SE)D=18.2MH-41RE=932.91IE=920.49 (8" NE)IE=920.39 (8" SW)D=12.5MH-40RE=931.95IE=921.18 (8" E)IE=921.08 (8" SW)D=10.9309106 LF-8" SAN SEW @ 0.40%116 LF-8" SAN SEW @ 3.15%164 LF-8" SAN SEW @ -0.40%78 LF-8" SAN SEW @ -0.40%89 LF-8" SAN SEW @ -0.40%265 LF-8" SAN SEW @ -0.40%97 LF-8" SAN SEW @ -0.40%77 LF-8" S A N S E W @ - 0 89 LF-8" SAN SEW @ -0.40%265 LF-8" SAN SEW @ -0.40%58 LF-8" SAN SEW @ -0.40%92 LF-8" SAN SEW @ 0.40%164 LF-8" SAN SEW @ 0.40%148 LF-8" SAN SEW @ 0.40%8" DIP WM8" DIP WM8" DIP WM8" DIP WMCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERREMOVE PLUG &CONNECT TO EX WM012322 23242526272829300123N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-UTP01.DWG3315PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000015'10' OR 5'0'50' 100' 150'1" = 50'..........SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTUREHYDRANT (TYP.)GATE VALVE (TYP.) POND 4PPNURPOUTLET = 930.5BOTTOM = 925.5100 YR HWL = 932.9BERM = 935.0EOF = 934.5EX. WETLAND 5EX. 100 YR HWL = 938.1PR 100 YR HWL = 936 3EX. WETLAND 4bOUTLET = 931.0100 YR HWL = 932.8EOF = 934.5POND 3aPPOUTLET = 928.0BOTTOM = 923.0100 YR HWL = 930.3BERM = 930.0EX. WETLAND 4a100 YR HWL = 931.4EX. WETLAND 3OUTLET = 928.0100 YR HWL = 930.3EOF = 929.5POND 8P - NURPOUTLET = 930.0BOTTOM = 923.0100 YR HWL =930.7BERM =932.0EOF = 931.556789101112131424123456OUTLOT COUTLOT D467151636STREET 6STREET 7MCALLISTER AVENUE NECOWEXXX X SOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYSOYCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNPOHPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHSTOSTOMH-121RE=934.97IE=916.72 (8" N)IE=916.82 (8" SE)D=18.2MH-8RE=934.87IE=917.13 (8" NW)IE=917.23 (8" SE)D=17.7MH-9RE=934.44IE=917.48 (8" NW)IE=917.58 (8" NE)IE=917.58 (8" SE)D=17.0MH-120RE=934.02IE=919.73 (8" NE)IE=919.63 (8" SW)D=14.4MH-122RE=933.92IE=917.88 (8" NW)IE=917.98 (8" SE)D=16.0MH-10RE=932.89IE=918.61 (8" NW)IE=918.71 (8" SE)D=14.3MH-11RE=932.98IE=919.02 (8" NW)IE=919.12 (8" SE)D=14.0MH-123RE=933.46IE=919.44 (8" NW)IE=919.54 (8" S)D=14.0MH-12RE=933.92IE=919.85 (8" N)IE=919.95 (8" S)D=14.1MH-13RE=934.73IE=920.49 (8" N)IE=920.59 (8" S)D=14.2MH-14RE=935.34IE=920.99 (8" N)IE=921.09 (8" SW)D=14.377 LF-8" S A N S E W @ - 0. 4 0 %156 LF-8" SAN SEW @ -0.40%81 LF-8" S A N S E W @ - 0. 4 0 %77 LF-8" SAN SEW @ -0.40%77 LF-8" SAN SEW @ -0.40%135 LF-8" SAN SEW @ -0.40%100 LF-8" SAN SEW @ -0.40%58 LF-8" SAN SEW @ -0.40%164 LF-8" SAN SEW @ 0.40%8" DIP WM8" DIP WM8" DIP WMREMOVE PLUG &CONNECT TO EX WM73 LF-8" SAN SEW @ 2.79%74 LF-8" SAN SEW @ -0.40%341314151617 1819202122 N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-UTP01.DWG3316PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000015'10' OR 5'0'50' 100' 150'1" = 50'..........SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTUREHYDRANT (TYP.)GATE VALVE (TYP.) EX. WETLAND 5EX. 100 YR HWL = 938.1PR. 100 YR HWL = 936.3POND 4d - NURPOUTLET = 932.0BOTTOM = 927.0100 YR HWL = 935.3EOF = 937.77123456123413141578782939401791087651234563738123451211116128101134569OUTLOT E2930313233 343536STREET 673RD STREET NE73RD STREET NE72ND STREET NESTREET 2MCALLISTER AVENUE NE73RD STREET NEESSSSX XXXXPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOH SANSANSANWATWATWATSTOSTOSTOSANSANWATWATSSANSANMH-14RE=935.34IE=920.99 (8" N)IE=921.09 (8" SW)D=14.3MH-15RE=938.18IE=922.23 (8" SE)IE=922.13 (8" NE)IE=922.23 (8" SW)D=16.0MH-45RE=937.48IE=926.47 (8" NW)D=11.0MH-124RE=936.48IE=922.97 (8" E)IE=922.87 (8" W)D=13.6MH-55RE=936.68IE=923.39 (8" E)IE=923.29 (8" W)D=13.4MH-53RE=937.22IE=925.16 (8" E)IE=925.06 (8" W)D=12.2MH-52RE=938.42IE=925.91 (8" W)D=12.5MH-46RE=936.58IE=925.99 (8" SE)IE=925.89 (8" W)D=10.7MH-16RE=939.61IE=923.18 (8" NE)IE=923.28 (8" S)D=16.4MH-139RE=940.77IE=923.64 (8" N)IE=923.74 (8" S)D=17.1MH-17RE=942.16IE=924.17 (8" N)IE=930.07 (8" W)IE=924.27 (8" S)D=18.0MH-76RE=943.67IE=931.80 (8" NW)IE=931.70 (8" E)D=12.0MH-125RE=944.98IE=932.79 (8" NW)IE=932.79 (8" SE)D=12.2MH-74RE=946.16IE=934.20 (8" W)IE=934.10 (8" SE)D=12.1MH-73RE=947.50IE=935.48 (8" E)D=12.0MH-18RE=944.24IE=924.97 (8" N)IE=925.07 (8" S)D=19.3MH-106RE=944.78IE=930.63 (8" NE)IE=930.53 (8" S)D=14.3MH-104RE=944.10IE=930.80 (8" E)IE=930.90 (8" SW)D=13.3MH-102RE=943.28IE=931.22 (8" E)IE=931.12 (8" W)D=12.2MH-100RE=943.37IE=931.80 (8" E)IE=931.70 (8" W)D=11.7MH-98RE=944.13IE=932.13 (8" W)D=12.0MH-82RE=944.42IE=932.42 (8" S)D=12.0100 LF-8" S259 LF-8" SAN SEW @ 0.40%111 LF-8" SAN SEW @ -0.85%174 LF-8" SAN SEW @ -0.40%80 LF-8" SAN SEW @ 0.40%187 LF-8" SAN SEW @ 0.40%417 LF-8" SAN SEW @ 0.40%120 LF-8" SAN SEW @ 0.40%8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM85 LF-8" SAN SEW @ 1.17%8" DIP WMCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERREMOVE PLUG &CONNECT TO EX WMREMOVE PLUG &CONNECT TO EX WMMH-140RE=935.73IE=925.41 (8" E)IE=925.31 (8" W)D=10.4121 LF-8" SAN SEW @ 0.40%82 LF-8" SAN SEW @ 0.40%132 LF-8" SAN SEW @ 0.40%67 LF-8" SAN SEW @ 0.40%102 LF-8" SAN SEW @ 1.60%83 LF-8" SAN SEW @ 1.59%90 LF-8" SAN SEW @ 1.42%108 LF-8" SAN SEW @ -0.40%90 LF-8" SAN SEW @ -0.40%55 LF-8" SAN SEW @0.40%119 LF-8" SAN SEW @ 0.40%173 LF-8" SAN SEW @ 0.40%79 LF-8" SAN SEW @ 0.40%83 LF-8" SAN SEW @ 0.40%4567890123450123456789012346 7891011121314N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-UTP01.DWG3317PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000015'10' OR 5'0'50' 100' 150'1" = 50'..........SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTURE POND 6 - FILTRATIONOUTLET = 940.0BOTTOM = 939.0DT IE = 937.25DT OUT = 934.0100 YR HWL = 941.3BERM = 944.0EOF = 943.5EX. WETLAND 6100 YR HWL = 941.3EOF = 943.512345678910111213123456273940414243441918171234561234567891011121314OUTLOT F9131514212022232425266281029914774546STREET 6STREET 2STREET 271ST STREET NE71ST STREET NEMCALLISTER AVENUE NE300301304SSSCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNCORNXXXX XPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH P SANSANSANWATWATWATSTOSTO STOSTOSTOSSANSANSANMH-18RE=944.24IE=924.97 (8" N)IE=925.07 (8" S)D=19.3MH-94RE=944.06IE=926.02 (8" S)IE=925.92 (8" N)D=18.1MH-92RE=951.74IE=927.07 (8" E)IE=926.97 (8" N)D=24.8MH-118RE=952.11IE=942.07 (8" W)D=10.0MH-116RE=953.24IE=941.44 (8" E)IE=941.23 (8" W)D=12.0MH-90RE=950.48IE=927.83 (8" E)IE=927.73 (8" W)D=22.7MH-88RE=949.11IE=928.69 (8" E)IE=928.69 (8" N)IE=928.59 (8" W)D=20.5MH-86RE=948.64IE=930.45 (8" N)IE=936.68 (8" E)IE=930.35 (8" W)D=18.3MH-108RE=946.97IE=929.66 (8" N)IE=929.56 (8" S)D=17.4MH-106RE=944.78IE=930.63 (8" NE)IE=930.53 (8" S)D=14.3MH-104RE=944.10IE=930.80 (8" E)IE=930.90 (8" SW)D=13.3MH-102RE=943.28IE=931.22 (8" E)IE=931.12 (8" W)D=12.2MH-100RE=943.37IE=931.80 (8" E)IE=931.70 (8" W)D=11.7MH-98RE=944.13IE=932.13 (8" W)D=12.0MH-82RE=944.42IE=932.42 (8" S)D=12.0MH-84RE=945.62IE=931.89 (8" N)IE=931.79 (8" S)D=13.8MH-112RE=949.09IE=937.09 (8" W)D=12.0213 LF-8" SA N S E W @ 0. 4 0 %238 LF-8" SAN SEW @ 0.40%190 LF-8" SAN SEW @ 0.40%335 LF-8" SAN SEW @ 0.40%80 LF218 LF-8" SAN SEW @ 0.40%8" DIP WM8" DIP WM8" DIP WM8" DIP WMCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERREMOVE PLUG &CONNECT TO EX WM132 LF-8" SAN SEW @ 0.40%67 LF-8" SAN SEW @ 0.40%218 LF-8" SAN SEW @ 0.40%213 LF-8" SA N S E W @ 0. 4 0 % 213 LF-8" SA N S E W @ 0. 4 0 %243 LF-8" SAN SEW @ 0.40%158 LF-8" SAN SEW @ 0.40%165 LF-8" SAN SEW @ 0.40%330 LF-8" SAN SEW @ 0.50%103 LF-8" SAN SEW @ 0.40%0123489101112012345678910111213012345 6 N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-UTP01.DWG3318PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000015'10' OR 5'0'50' 100' 150'1" = 50'..........SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THECONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILEFUTURE STREET 19359409459509559609659709359409459509559609659700+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 11+00 12+00 13+00 13+230.43%1.25%-0.72%-0.72%PVI STA = 0+00.00PVI ELEV = 951.70PVI STA = 13+23.33PVI ELEV = 949.55PVI STA = 4+39.99PVI ELEV = 951.72L.P ELEV = 948.10L.P. STA = 9+71.45PVI STA = 9+60.19PVI ELEV = 947.98A.D. = 1.15%K = 78.2790.00' VCPVC = 9+15.19ELEV = 948.30PVT = 10+05.19ELEV = 948.18H.P ELEV = 953.52H.P. STA = 1+73.82PVI STA = 1+61.74PVI ELEV = 953.72A.D. = -1.97%K = 45.7390.00' VCPVC = 1+16.74ELEV = 953.16PVT = 2+06.74ELEV = 953.40STREET 29309359409459509559609309359409459509559600+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00 11+00 12+00 12+92-1.00%0.90%PVI STA = 0+00.00PVI ELEV = 949.20PVI STA = 12+91.61PVI ELEV = 948.69L.P ELEV = 943.02L.P. STA = 6+41.85PVI STA = 6+39.55PVI ELEV = 942.80A.D. = 1.90%K = 47.3090.00' VCPVC = 5+94.55ELEV = 943.25PVT = 6+84.55ELEV = 943.21N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-SPP01.DWG3319PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000057'10' OR 5'0'50' 100' 150'1" = 50'..........71ST STREET NE STREET 39359409459509559609659359409459509559609650+00 1+00 2+00 3+00 4+00 4+732.00%-1.48%PVI STA = 0+00.00PVI ELEV = 946.73PVI STA = 4+72.53PVI ELEV = 942.21H.P ELEV = 947.77H.P. STA = 0+77.86PVI STA = 0+71.15PVI ELEV = 948.15A.D. = -3.48%K = 25.8690.00' VCPVC = 0+26.15ELEV = 947.25PVT = 1+16.15ELEV = 947.49STREET 49259309359409459509259309359409459500+00 1+00 2+00 3+00 4+00 5+00 5+50-0.60%0.75%PVI STA = 0+00.00PVI ELEV = 935.91PVI STA = 5+49.78PVI ELEV = 938.23L.P ELEV = 935.25L.P. STA = 1+28.90PVI STA = 1+33.97PVI ELEV = 935.10A.D. = 1.35%K = 66.5590.00' VCPVC = 0+88.97ELEV = 935.37PVT = 1+78.97ELEV = 935.44STREET 59259309359409459509559259309359409459509550+001+002+003+004+005+006+007+008+009+009+12-2.86%1.00%-0.60%1.35%PVI STA = -0+00.00PVI ELEV = 941.00PVI STA = 9+11.79PVI ELEV = 938.23L.P ELEV = 936.89L.P. STA = 2+14.02PVI STA = 1+68.22PVI ELEV = 936.19A.D. = 3.86%K = 49.20190.00' VCPVC = 0+73.22ELEV = 938.90PVT = 2+63.22ELEV = 937.14L.P ELEV = 936.48L.P. STA = 7+50.78PVI STA = 7+68.10PVI ELEV = 936.29A.D. = 1.95%K = 46.1490.00' VCPVC = 7+23.10ELEV = 936.56PVT = 8+13.10ELEV = 936.90H.P ELEV = 938.22H.P. STA = 4+18.39PVI STA = 3+99.64PVI ELEV = 938.50A.D. = -1.60%K = 93.75150.00' VCPVC = 3+24.64ELEV = 937.75PVT = 4+74.64ELEV = 938.05N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-SPP01.DWG3320PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com49.999992'10' OR 5'0'50' 100' 150'1" = 50'..........73RD STREET NE73RD STREET NE STREET 692092593093594094595095596092092593093594094595095596014+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00 23+00 24+00 25+00 26+00 27+00 28+000.71%-0.60%0.67%-0.60%L.P ELEV = 932.90L.P. STA = 18+09.44PVI STA = 18+14.47PVI ELEV = 932.70A.D. = 1.31%K = 95.78125.00' VCPVC = 17+51.97ELEV = 933.08PVT = 18+76.97ELEV = 933.14L.P ELEV = 933.14L.P. STA = 25+33.45PVI STA = 25+35.97PVI ELEV = 933.00A.D. = 1.27%K = 70.8090.00' VCPVC = 24+90.97ELEV = 933.27PVT = 25+80.97ELEV = 933.30H.P ELEV = 935.05H.P. STA = 21+72.80PVI STA = 21+69.18PVI ELEV = 935.20A.D. = -1.31%K = 68.9690.00' VCPVC = 21+24.18ELEV = 934.88PVT = 22+14.18ELEV = 934.93STREET 69309359409459509559609659709309359409459509559609659700+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+00-4.80%-3.45%0.60%-1.28%PVI STA = 0+00.00PVI ELEV = 959.56L.P ELEV = 951.09L.P. STA = 1+89.07PVI STA = 1+44.07PVI ELEV = 952.64A.D. = 1.35%K = 66.4590.00' VCPVC = 0+99.07ELEV = 954.80PVT = 1+89.07ELEV = 951.09L.P ELEV = 943.68L.P. STA = 4+63.72PVI STA = 4+14.48PVI ELEV = 943.32A.D. = 4.05%K = 34.61140.00' VCPVC = 3+44.48ELEV = 945.73PVT = 4+84.48ELEV = 943.74L.P ELEV = 935.55L.P. STA = 13+39.76PVI STA = 12+94.76PVI ELEV = 935.82A.D. = 0.68%K = 131.5790.00' VCPVC = 12+49.76ELEV = 936.40PVT = 13+39.76ELEV = 935.55H.P ELEV = 944.35H.P. STA = 5+99.77PVI STA = 6+16.11PVI ELEV = 944.53A.D. = -1.88%K = 47.7790.00' VCPVC = 5+71.11ELEV = 944.26PVT = 6+61.11ELEV = 943.95N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-SPP01.DWG3321PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############# OR ##0'50' 100' 150'1" = 50'.......... STREET 89259309359409459509259309359409459500+001+002+00 3+003+910.60%-1.10%PVI STA = -0+00.00PVI ELEV = 934.52PVI STA = 3+91.13PVI ELEV = 933.99L.P ELEV = 932.83L.P. STA = 1+82.32PVI STA = 1+69.03PVI ELEV = 932.66A.D. = 1.70%K = 52.8590.00' VCPVC = 1+24.03ELEV = 933.15PVT = 2+14.03ELEV = 932.93STREET 692092593093594094595095592092593093594094595095528+00 29+00 30+00 31+00 32+00 33+0033+22-0.60%PVI STA = 33+21.60PVI ELEV = 934.06H.P ELEV = 935.91H.P. STA = 29+92.69PVI STA = 29+90.17PVI ELEV = 936.05A.D. = -1.27%K = 70.8090.00' VCPVC = 29+45.17ELEV = 935.75PVT = 30+35.17ELEV = 935.78STREET 79209259309359409459209259309359409450+001+002+003+004+004+320.64%PVI STA = 0+00.00PVI ELEV = 931.72PVI STA = 4+32.42PVI ELEV = 934.49STREET 99259309359409459509259309359409459500+001+002+003+004+004+92-0.60%1.07%PVI STA = 0+00.00PVI ELEV = 935.00PVI STA = 4+92.35PVI ELEV = 933.61L.P ELEV = 932.78L.P. STA = 3+86.18PVI STA = 3+98.93PVI ELEV = 932.61A.D. = 1.67%K = 53.7690.00' VCPVC = 3+53.93ELEV = 932.88PVT = 4+43.93ELEV = 933.09N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-SPP01.DWG3322PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSSTREET PROFILES17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONSHEET 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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############# OR ##0'50' 100' 150'1" = 50'..........76TH STREET NE N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-DTP01.DWG3323PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONCommon 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: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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯ N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-DTP01.DWG3324PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONCommon 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: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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯ N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-DTP01.DWG3325PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONCommon 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: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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯ N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-DTP01.DWG3326PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONCommon 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: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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯLAST REVISED:10/10/22RIPRAP OVERFLOWNOTES:1. INSTALL RIPRAP PER MNDOT SPEC 36012. RIPRAP SHALL BE CLASS II PER MNDOT SPEC 3601GD33POND/BASINPLANEMERGENCY OVERFLOW ELEVATION(SEE PLAN FOR ELEV.)INSTALL RIP-RAP DOWN TOTHE EXISTING GROUND TIE-INFILTER FABRICRIPRAPTOP OF POND/BASIN3:13:1POND/BASINEXISTING GROUNDVARIESFILTER FABRICPROFILE VIEWSIDE VIEW10'RIPRAP10'OR PER PLANEMERGENCY OVERFLOW ELEVATION(SEE PLAN FOR ELEV.)TOP OF POND/BASIN N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-DTP01.DWG3327PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSDETAILS17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/255964003/17/25THOMAS D. DESUTTERSUMMERGATE COMPANIES LLCNOT FOR CONSTRUCTIONCommon 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: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) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯ SSESSSSSSSSTECOWEXXXXXXXXPOHPOHPOH POH POH POH POH POH POH POH POH POH POH POHPOHSANWATSTO POST-SFPOST-SFPOST-SFPOST-SFPOST-SF EOF31.5EOF31.5EOF34.5EOF34.5EOF43.5EOF43.5EOF29.5SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSF SF SFSFSF SS SCODECOMMON / BOTANICAL NAME SIZE ROOT SPACING O.C. MATURE SIZE DECIDUOUS TREESACE ACCOLADE ELM / ULMUS X 'MORTON' 2.0" CAL. B&B AS SHOWNH 70` W 40`-50`BVLBOULEVARD AMERICAN LINDEN / TILIA AMERICANA 'BOULEVARD'2.0" CAL. B&BAS SHOWNH 50'-60' W 20'-25'KTYDECAF® KENTUCKY COFFEETREE / GYMNOCLADUS DIOICUS 'MCKBRANCHED'2.0" CAL. B&BAS SHOWNH 45` W 35`PREPRINCETON AMERICAN ELM / ULMUS AMERICANA 'PRINCETON' 2.0" CAL. B&B AS SHOWNH 50`-70` W 40`-50`NRMRED MAPLE / ACER RUBRUM 2.0" CAL. B&B AS SHOWNH 40'-70' W 20'-50'REO RED OAK / QUERCUS RUBRA 2.0" CAL. B&B AS SHOWNH 50`-70` W 40`-50`RELREDMOND LINDEN / TILIA AMERICANA 'REDMOND' 2.0" CAL. B&B AS SHOWNH 40`-60` W 30`-40`SGM SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA' 2.0" CAL. B&B AS SHOWNH 40`-50` W 35`-40`SKH SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' 2.0" CAL. B&B AS SHOWNH 50` W 30`WHO WHITE OAK / QUERCUS ALBA 2.0" CAL. B&B AS SHOWNH 80'-100' W 50'-90' EVERGREEN TREESNOS NORWAY SPRUCE / PICEA ABIES8` HT.B&B AS SHOWNH 60`-80` W 25`-30`WHPWHITE PINE / PINUS STROBUS8` HT.B&B AS SHOWNH 50`-80` W 30`-40`N:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PLP01.DWG3328PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSOVERALL PRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com200'40' OR 20'0'200' 400' 600'1" = 200'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPRELIMINARY PLANT SCHEDULELANDSCAPE REQUIREMENTS & PROVISIONSLANDSCAPE NOTESPLANT LEGENDNOTES:1. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITYLOCATIONS.2. TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILY LOTS 4' FROM BACK OF CURB IN A LOCATION THAT DOES NOTINTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.4. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULDBE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.5. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.6. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL.7. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE.8. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF A PROPOSEDSIDEWALK OR TRAIL.BUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINSEED LEGENDNOTE:* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDEDSTORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres) STEXXXXXXXXXXXXXXXXXXXWET MEDDOWSOUTH & WESTNATIVE MIXMESIC PRAIRIEGENERAL SEEDMIXPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SF POST-SFEOF31.5SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF123456789101112 131412345671OUTLOT A213STREET 9STREET 676THS3329PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWSSUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50' 100' 150'1" = 50'westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPLANT LEGENDSEED LEGENDBUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINNOTE:STORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres)* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDED1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPEMATERIAL.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 QUOTE BY THE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIALPLANTING. REPLACEMENT PLANT MATERIAL SHALL 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 NOT LIMITED 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) REQUIREMENTS FOR 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; TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOTCOLLAR/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 AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOILAMENDMENTS.16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH,SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17. 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 BEUSED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL ANDCOLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC,BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METALSPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGETO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TOMATCH EXISTING CONDITIONS (WHERE APPLICABLE).19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BESTANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BESTAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPEARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZEDAND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BEOBTAINED FROM THE GENERAL CONTRACTOR.21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FORCONTRACTOR.22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOTCATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OFBLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH ATALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGEREQUIREMENTS 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.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.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.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.PLANTING DETAILS STEXXXX STOSTORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXSTORMWATERSOUTH ANDWEST MIXT-SF POST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFEOF31.5EOF29.5SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFF SF SF SF SF SFSFSFSFSFSF SF SFSFSFSF SF SF SF SF SF SFSF13146789101112131415123123456789124OUTLOT BOUTLOT D345616317183STREET 676TH STREET NESTREET 7SSANCOOH POH POH POH POH POH POH POH POH POH POHPOHPOHPOH POHPOHPOHPOHPOHPOHSTORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF SFSFSFSFSF SFSFSFSFSFSF1234OUTLOT EMCALLISTER AVENUE NE73RD STREET NEN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PLP01.DWG3330PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000005'10' OR 5'0'50' 100' 150'1" = 50'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPLANT LEGENDSEED LEGENDBUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINNOTE:STORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres)* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDEDOFFSITE PLANTING SSSCOWEXXXX POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXSTORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXSTORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXSTORMWATERSOUTH ANDWEST MIXPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFEOF34.5EOF34.5SF SF SF SF SF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSF SFSFSFSFSFSF SF SFSFSFSFSF SF SF891011121314 71234561234789910876512345612345OUTLOT C7111215166810119OUTLOT ESTREET 673RD STREET NE73RD STREET NEMCALLISTER AVENUE NEMCALLISTER AVENUE NE73RD STREET NESN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PLP01.DWG3331PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000012'10' OR 5'0'50' 100' 150'1" = 50'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPLANT LEGENDSEED LEGENDBUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINNOTE:STORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres)* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDED X XXXXPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH STORMWATERSOUTH ANDWEST MIXMESIC PRAIRIEGENERAL SEEDMIXPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFEOF43.5EOF43.5SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SFSF123413141578789101112132345627293940414243441918179108765123456373812345OUTLOT F912131111612212081011242526345628109OUTLOT E2930313233 3435369745STREET 673RD STREET NE72ND STREET NEET 2STREET 2MCALLISTER AVENUE NE73RD STREET NEN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PLP01.DWG3332PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com49.999966'10' OR 5'0'50' 100' 150'1" = 50'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPLANT LEGENDSEED LEGENDBUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINNOTE:STORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres)* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDED SSXXXX XXXXPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH STOSTO STOPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFEOF43.5EOF43.5SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 1314151234567891011121312345627239404142434419181737381234561234567891011121314OUTLOT F91213151411621202223242526345628102930313233 343536914774546STREET 6STREET 672ND STREET NESTREET 2STREET 2STREET 271ST STREET NE71ST STREET NESN:\0052511.00\DWG\CIVIL\PRELIMINARY\0052511.00C-PLP01.DWG3333PROJECT NUMBER: 0052511.00OTSEGO, MN03/17/25TDDCHFDJW© 2024 Westwood Professional Services, Inc.AMBER MEADOWSPRELIMINARYLANDSCAPE PLAN17305 CEDAR AVENUE, SUITE 200LAKEVILLE, MN 55044AMBER MEADOWS03/17/25SUMMERGATE COMPANIES LLC03/17/2526971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET 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 MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com49.999975'10' OR 5'0'50' 100' 150'1" = 50'..........westwoodps.comWestwood Professional Services, Inc.Phone (952) 937-5150ϭϮϳϬϭtŚŝƚĞǁĂƚĞƌƌŝǀĞ, Suite #300(888) 937-5150DŝŶŶĞƚŽŶŬĂDE͕ϱϱϯϰϯPLANT LEGENDSEED LEGENDBUFFER OVERSTORYDECIDUOUS TREESBUFFER EVERGREENTREESOVERSTORY DECIDUOUSSTREET TREESSMALL OVERSTORYTREESFUTURE YARD OVERSTORYDECIDUOUS TREESEXISTING CONIFEROUSTREE TO REMAINEXISTING DECIDUOUSTREE TO REMAINNOTE:STORMWATER SOUTHAND WEST MIX (33-261)TOTAL AREA (1.85 Acres)WET MEADOW SOUTH &WEST NATIVE MIX (34-272)TOTAL AREA (3.35 Acres)MESIC PRAIRIE GENERALSEED MIX (35-242)TOTAL AREA (3.31 Acres)* SEEDING IN WETLANDS AND WETLAND BUFFERS TODISTURBANCE LIMITS OR TO ESTABLISH VEGETATION WHEREPREVIOUSLY IN AGRICULTURE* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* TURF WITHIN R/W TO BE HYDROSEEDED 1 FINDINGS OF FACT & DECISION ZONING MAP AMENDMENT AMBER MEADOWS APPLICANT: Summergate Development APPLICATION: Request for approval of a Zoning Map amendment for land to be included in the preliminary plat of Amber Meadows. CITY COUNCIL MEETING: 28 April 2025 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is: The Southwest Quarter of the Northeast Quarter of Section 30, Township 121, Range 23, Except the East 550.00 feet of the South 870.98 feet, thereof, as measured at right angles to the south and east line, Wright County, Minnesota. Abstract Property And The North Three-Quarters of the West Half of the Southeast Quarter, Section 30, Township 121, Range 23, Wright County, Minnesota. Abstract Property B. The property lies within the West Sewer District and is guided for Low Density Residential land uses by the 2023 Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service District. D. The applicant has requested amendment of the Zoning Map rezoning the property to R-5, Residential Single and Two Family District. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of the Zoning Ordinance: 2 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The Future Land Use Plan of the 2023 Comprehensive Plan guides the subject site for low density residential uses, which is as single family development with a net density of 3.0 dwelling units per acre or less. The subject site is 71.87 acres in area with a net area less wetlands and wetland buffers of 64.63 acres. The net density of the proposed preliminary plat is 2.66 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. Finding: The subject property includes three parcels, one of which is developed with a farmstead. The existing buildings are all to remain as an exception parcel with the development of the balance property. The subject property is surrounded by the existing and planned uses shown in the table below, all of which are guided by the 2023 Comprehensive Plan for low density residential land uses. 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 LD Residential A-1 District Cultivated field South LD Residential A-1 District Farmstead/field West LD Residential R-4 District R-6 District Martin Farms 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed preliminary plat will comply with the provisions of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject property is to accessed primarily from 70th Street (CSAH 38) via McAllister Avenue, which is to be improved to minor collector street standards. Secondary access will occur at three local street connections planned to be extended from Martin Farms. 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. Finding: 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. 3 F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 21 April 2025 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed; and the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. G. The planning report dated 22 April 2025 prepared by the City Planner, The Planning Company LLC, is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the requested is hereby APPROVED. ADOPTED by the Otsego City Council this 28th day of April, 2025. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO: 2025-01 AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND INCLUDED WITHIN THE PRELIMINARY PLAT OF AMBER MEADOWS. THE OTSEGO CITY COUNCIL ORDAINS: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally as described as: The Southwest Quarter of the Northeast Quarter of Section 30, Township 121, Range 23, Except the East 550.00 feet of the South 870.98 feet, thereof, as measured at right angles to the south and east line, Wright County, Minnesota. Abstract Property And The North Three-Quarters of the West Half of the Southeast Quarter, Section 30, Township 121, Range 23, Wright County, Minnesota. Abstract Property Section 2. The property is hereby rezoned from an A-1, Agricultural Rural Service District designation to R-5, Residential Single and Two Family District. Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication according to Law. [The remainder page is intentionally blank signatures follow] ADOPTED by the Otsego City Council this 28th day of April, 2025. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 FINDINGS OF FACT & DECISION PRELIMINARY PLAT AND CONDITIONAL USE PERMIT AMBER MEADOWS APPLICANT: Summergate Development APPLICATION: Request for approval of a conditional use permit and a preliminary plat to be known as Amber Meadows. CITY COUNCIL MEETING: 28 April 2025 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is: The Southwest Quarter of the Northeast Quarter of Section 30, Township 121, Range 23, Except the East 550.00 feet of the South 870.98 feet, thereof, as measured at right angles to the south and east line, Wright County, Minnesota. Abstract Property And The North Three-Quarters of the West Half of the Southeast Quarter, Section 30, Township 121, Range 23, Wright County, Minnesota. Abstract Property B. The property lies within the West Sewer District and is guided for Low Density Residential land uses by the 2023 Otsego Comprehensive Plan, as amended. C. The property is zoned R-5, Residential Single and Two Family District. D. The applicant has requested approval of a Conditional Use Permit and preliminary plat to subdivide 172 single family lots, six outlots, and dedicated public right-of-way. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of the Zoning Ordinance: 2 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The Future Land Use Plan of the 2023 Comprehensive Plan guides the subject site for low density residential uses, which is as single family development with a net density of 3.0 dwelling units per acre or less. The subject site is 71.87 acres in area with a net area less wetlands and wetland buffers of 64.63 acres. The net density of the proposed preliminary plat is 2.66 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. Finding: The subject property includes three parcels, one of which is developed with a farmstead. The existing buildings are all to remain as an exception parcel with the development of the balance property. The subject property is surrounded by the existing and planned uses shown in the table below, all of which are guided by the 2023 Comprehensive Plan for low density residential land uses. 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 LD Residential A-1 District Cultivated field South LD Residential A-1 District Farmstead/field West LD Residential R-4 District R-6 District Martin Farms 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed preliminary plat will comply with the provisions of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject property is to accessed primarily from 70th Street (CSAH 38) via McAllister Avenue, which is to be improved to minor collector street standards. Secondary access will occur at three local street connections planned to be extended from Martin Farms. 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. Finding: 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. 3 F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 21 April 2025 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed; and the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. G. The planning report dated 22 April 2025 prepared by the City Planner, The Planning Company LLC, is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the requested is hereby APPROVED, 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. 2. All street design and construction plans, street lighting, sidewalks, trails, and street names shall be subject to review and approval of the City Engineer. 3. The developer shall acquire and dedicate 40 feet of right-of-way for the west half of McAllister Avenue from 70th Street (CSAH 38) north to the proposed 73rd Street intersection and improve the street to a minor collector section as determined by the City Engineer; the developer shall be responsible for the cost of easement acquisition and construction for McAllister Avenue. 4. The preliminary plat shall be revised to include Shoreland Density Analysis as and comply with the maximum Shoreland Overlay District density in accordance with Section 11-92-17.E.1 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 5. All lots within the preliminary plat shall comply with the following setbacks: ROW Interior Side Interior Rear Wetland Buffer 25ft. house 30ft. garage 7ft. 20ft. 40ft. 6. The landscape plan shall be revised to specify planting only of two shade trees per lot, one of which must be in the front yard, outside of the public right-of-way. 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. 9. The preliminary plat shall be revised to provide a utility corridor within Block 2 between Outlot A and Street 9 for location of a trunk raw water main, subject to review and approval of the City Engineer. 10. The utility plans shall be revised to provide for construction of trunk raw water main in accordance with the Water System Master Plan, subject to review and approval of the City Engineer; the developer will receive financial credit for the cost of construction. 11. All drainage and utility easements shall be subject to review and approval of the City Engineer. 4 12. Outlot A, B, C, D, E and F shall be deeded to the City for stormwater management purposes. 13. Park dedication requirements shall be satisfied concurrent with final plat approval as: a. Dedication of land for a greenway corridor between Outlot K, Martin Farms and the east line of 118-500-301300. b. Payment of a proportional cash fee in lieu of land for the remainder of the park dedication requirement not satisfied by dedication of land. c. The developer may receive a credit against the cash fee in lieu of land for park trail construction, as determined by City staff prior to application final plat. (remainder of page intentionally blank signatures follow) 5 ADOPTED by the Otsego City Council this 28th day of April, 2025. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk