The URL can be used to link to this page

Item 4.2 Kurtti property3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 28 February 2024 ACTION DATE: 7 May 2024 RE: Otsego – Kurtti Property; Zoning Map/Preliminary Plat/PUD-CUP TPC FILE: 101.02 BACKGROUND Tamarack Land Development has submitted plans for development of 185 single family lots from 77.62 acres located north of 70th Street (CSAH 38) between Labeaux Avenue (CSAH 19) and MacIver Avenue. The proposed development requires applications for a Zoning Map amendment, Planned Unit Development-Conditional Use Permit, and preliminary plat. The application also includes vacation of public right-of-way and drainage and utilities to replat the Meyer Addition as part of the proposed development. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 6 March 2024. Exhibits: Site location map Preliminary Plans dated 02/26/2024 (30 sheets) ANALYSIS Existing Conditions. The 77.62 acre subject site consists of a 59.85 acre parcel that includes a former farmstead and cultivated fields. The remaining 17.77 acres of the subject site is comprised of 16 rural single family lots and public right-of-way platted on 19 November 1970 as the Meyer Addition. There is one single family home built in 1994 on Lot 1, Block 1 with the other lots being undeveloped and cultivated with the abutting 55.85 acres. The existing buildings on the property will be demolished and the lots, easements, and right-of-way platted with the Meyer Addition are to be vacated. Item 4.2 2 The images below show the subject site and surrounding area in 2005 (left) and 2023 (right). In 2005, the West Wastewater Treatment Facility was just completed and the plats of Arbor Cree, Martin Farms, SunRay Farms, and Dueer Creek were just being developed. Zoning. The 59.85 acre parcel is zoned A-1, Agriculture Rural Service District and the lots of the Meyer Addition are zoned R-3, Residential Long Range Urban Service Area. Portions of the preliminary plat also are within the Shoreland Overlay District of a Natural Environment lake located south of 70th Street (CSAH 38), the boundaries of which is shown on the submitted plans. The developer requesting a Zoning Map amendment to rezone the preliminary plat to R- 5, Residential Single and Two Family District. The preliminary plat application also includes a request for a PUD-CUP related to lot requirements. Consideration of the Zoning Map amendment and PUD-CUP are 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 has a net area of 69.3. The resulting net density of the proposed preliminary plat with 185 single family lots is 2.67 dwelling units per acre. The proposed preliminary plat is consistent with the policies of the 2023 Comprehensive Plan. 3 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is in infill development surrounded by existing urban subdivisions summarized in the table below. The subject site is likely to have developed prior to now but for limitations on sewer capacity in 2006 and 2018 as well as the effects of the Great Recession. The proposed single family subdivision will be compatible with the surrounding area. Direction Land Use Plan Zoning Map Existing Use North LD Residential R-6 District Arbor Creek East LD Residential LMD Residential R-6 District Martin Farms South Albertville Albertville Hunters Lake Estates West LD Residential R-6 District Duerr Creek Sunray 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. Comment: The subject site is accessed via 70th Street (CSAH 38), which is designated by the Wright County Long Range Transportation Plan as a Major Collector road and by the City’s Transportation Plan as a Minor Arterial street. This roadway has been improved to urban standards and has adequate capacity to accommodate traffic generated by the proposed subdivision. 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 Comprehensive Plan such that the proposed subdivision will not overburden the City’s service capacity. Access. The subject site is accessed from 70th Street (CSAH 38) via an existing private driveway and Lannon Avenue accessing the lots within the Meyer Addition. The private driveway is to be removed as is existing Lannon Avenue as part of the subdivision of the subject site. Access to the proposed subdivision will be provided via Large Avenue at the west line of the preliminary plat abutting the Duerr Creek plat and a new local street at approximately the same location as existing Lannon Avenue. 4 The existing right-of-way dedicated for Lannon Avenue with the Meyer Addition is to be vacated and new right-of-way dedicated for Street 1 with the final plat for the proposed development. The preliminary plat also provides for dedication of right-of-way for the north half of 70th Street (CSAH 38). Right-of-way dedication and access to 70th Street (CSAH 38), including requirements to construct turn lanes at intersections, is subject to review and approval of Wright County. Street connections between the proposed plat and Sunray Farms is provided at 73rd Street and 74th Streets and to Martin Farms at 71st Street and 73 Street. There are also street connections available to the subject site from Arbor Creek via Lannon Avenue and from Martin Farms via 74th Street at the northeast corner of the subject site. The preliminary plat does not propose connections to Arbor Creek via Lannon Avenue and to Martin Farms via 74th Street to avoid wetland impacts. The existing terminus of Lannon Avenue within Arbor Creek and 74th Street within Martin Farms are temporary cul-de-sacs that are to be removed with development of the subject site. The developer is required by Section 10-8-2.C and Section 10-8-5.C of the Subdivision Ordinance to remove the temporary cul-de-sacs, restore the boulevard and adjacent yards, and extend the streets with construction of permanent cul-de-sacs within the subject site. Streets. The street layout for the preliminary plat is logically related to the topography and surrounding subdivisions so as to result in usable lots and reasonable grades and to discourage through traffic. Streets within the preliminary plat are planned to be public designed with 60 foot rights-of-way as required by Section 10-8-5.B.1 of the Subdivision Ordinance. Section 10-8- 5.B.4 of the Zoning Ordinance requires a minimum 200 foot off-set for street intersections, measured centerline to centerline, which the preliminary plat complies with. There are two cul-de-sac streets within the preliminary plat (in addition to the permanent cul- de-sacs required at Lannon Avenue and 74th Street discussed above. Section 11-8-5.C.1 of the Subdivision Ordinance establishes criteria that cul-de-sac streets are only to be allowed where necessitated by existing natural conditions. The alignment of 74th Street is influenced by the wetlands within Outlot A together with the location of 74th Street at the west plat line result in insufficient length on Lannon Avenue between 74rd Street and 73rd to allow 74th Street to be extended as a through street. The cul-de-sac labelled as Lannon Court is warranted by the wetland within Outlot B to the north and the existing platted lots in Martin Farms to the east. The proposed cul-de-sac streets also comply with the design standards of Section 11-8-5.C.2 of the Subdivision Ordinance for the minimum/maximum depth and required turnaround dimensions. 5 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 developer is to provide plan sheet with application for final plat showing proposed street lighting and street signs for the preliminary plat. 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. Sidewalks/Trails. There is an existing trail on the north side of 70th Street between Labeaux Avenue (CSAH 19) to MacIver Avenue abutting the subject site. The is also to be a five foot wide concrete sidewalk on one side all public streets (not including cul-de-sacs) as required by Section 10-5-8.D of the Subdivision Ordinance. The sidewalk on the west side of Lannon Avenue should be shifted to the east side of the right- of-way. Locating the sidewalk on the east side of the street will minimize street crossings. This location will also avoid maintenance issues for the section of the sidewalk shown on the preliminary plat abutting Outlot D, which would need to be maintained by the City. A trail is proposed on the east side of Large Avenue between 70th Street (CSAH 38) and 71st Street. The trail along Large Avenue provides connectivity to the trail on 70th Street (CSAH 38). Because Large Avenue is a local street and there is a sidewalk on the west side of the roadway consistent with Subdivision Ordinance standards, the developer will receive a credit from park dedication fees for the cost of this trail segment. The preliminary plat illustrates construction of trails through Outlot A providing pedestrian connection between the subject site and Arbor Creek and Martin Farms. This connection is important, especially to from Martin Farms to allow for access to Beaudry Meadows Park. The trail segment between 74th Street and Lannon Avenue includes a boardwalk section to avoid impacting wetlands. This trail segment is to be routed to the west side of the Lannon Avenue cul-de-sac to provide connectivity with a trail section added along the north side of the 74th Street cul-de-sac to connect to the existing sidewalk. The mid-block access between Blocks 1 and 2 and between Block 2 and Block 4, Marin Farms 4th Addition are to proposed to be 20 feet in width and are subject to review and approval of the City Engineer to ensure adequate area for maintenance and replacement of the trails in the future. The cost of construction for off- street trails, including the boardwalk, are credited towards park dedication fees. All sidewalk and trail design and construction plans are subject to review and approval of the City Engineer. 6 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 except Block 4, which is due to the existing pattern of development for Martin Farms 4th Addition. Lot Requirements. Section 11-66-6.A.1 of the Zoning Ordinance requires single family lots within the R5 District to be a minimum of 9,000 square feet in area. Not all of the lots comply with the minimum area requirements of the R-5 District with the smallest being 7,580 square feet. The mean area of the proposed lots is 10,623 square feet and the median lot area is 9,790 square feet. The 2023 Comprehensive Plan Update allows through approval of a Conditional Use Permit flexibility from the lot area and width requirements provided that both the mean and median areas exceed the minimum requirements of the specific zoning district. The proposed lot areas are consistent with the provisions of the Comprehensive Plan to encourage a range of lot types within individual subdivisions and the overall supply of lots in the City. Section 11-66-6.A.2 and 3 of the Zoning Ordinance requires lots within the R-5 District to be a minimum of 60 feet for interior lots and 90 feet for corner lots. All of the interior lots are at least 60 feet in width and the lots within Blocks 1, 6, and 10 at the west edge of the preliminary plat having a minimum width of 75 feet. Lots 11-14, Block 4 and Lots 26-30, Block 5 fronting cul-de-sac turnarounds are also a minimum of 75 feet in width as required by Section 10-8- 5.C.1.c of the Subdivision Ordinance. The corner lots are designed with a 78 foot width and not the 90 feet required by the Zoning Ordinance. The City previously amended the Zoning Ordinance to reduce the required setback of the side yard for a corner lot within the R5 District from 35 feet to 25 feet but did not make a corresponding amendment to the minimum lot width requirement. Based on the required side yard setbacks of seven feet from interior lot lines and 25 feet from the side lot line abutting a public right-of-way, the same 46 foot wide building pad is achieved with a minimum lot width of 78 feet. Flexibility with as a conditional use to allow a lot width less than 90 feet for corner lots is acceptable as all corner lots have a minimum width of 78 feet. The preliminary plat complies with the lot requirements of the R5 District. Shoreland Density. There are areas of the preliminary plat within the Shoreland Overlay District of a Natural Environment lake, which are subject to lot requirements established by Section 11-92-8 of the Zoning Ordinance. The developer is requesting approval of a Conditional Use Permit to allow for the application of the R-5 District lot requirements to the subject site as allowed by Section 11-92-17 of the Zoning Ordinance. Flexibility from the lot area requirements of the Shoreland Overlay District through a Conditional Use Permit requires a Site Suitable Area Analysis as outlined by Section 11-92-17.D of the Zoning Ordinance, which is shown on Sheet 3 of the submitted plans. 7 The analysis 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 in 320 foot wide tiers radiating away from the OHWL of the waterbody. The preliminary plat may be allowed up to 94 single family lots within the Shoreland Overlay District in accordance with the Site Suitable Area Analysis. The proposed preliminary plat complies with the density limitations of the Shoreland Overlay District. 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, the wetland setback established by Section 11-16-5.F.4.b of the Zoning Ordinance. All of the setbacks as shown on the preliminary plat comply with the provisions of the Zoning Ordinance. 70th Street Local Street Interior Side Interior Rear Wetland Buffer 65ft. 25ft. house 30ft. garage 7ft. 20ft. 20ft. Landscaping. The developer has submitted a landscape plan for the proposed preliminary plat. Section 11-19-2.B.2 of the Zoning Ordinance requires that two shade trees be provided per lot (one of which must be in the front yard) at the time of house construction. The landscape plan is to be revised to indicate trees required in the front yard must be planted outside of the public right-of-way. The landscape plan also illustrates trees to be planted within outlots to be deeded to the City, which are to be removed from the landscape plan. Plantings shown to meet the requirements of Section 11-19-3.B of the Zoning Ordinance for a landscape buffer yard in the yards of the lots in Block 13 abutting 70th Street (CSAH 38) are in addition to the two trees required for each lot. The types and sizes of proposed plantings are appropriate, but the size of the evergreen trees planted in Block 12 to for the required buffer yard must be increased to eight feet in height in accordance with Section 11-19-3.A.2 of the Zoning Ordinance. Grading. The developer has submitted plans for grading, drainage, and erosion control for development of the preliminary plat. The developer has also submitted a wetland delineation and wetland impact plan for the proposed preliminary plat. Wetlands to be preserved are required by Section 11-16-5.F of the Zoning Ordinance to be protected by an averaged 20 foot buffer with the wetland and wetland buffer platted within an outlot deeded to the City. The proposed wetland buffer is to be averaged with a minimum buffer width of 10 feet. All grading, drainage, wetland impacts, and erosion control issues are subject to review and approval of the City Engineer. 8 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 the outlots to be deeded to the City. The preliminary plat provides for dedication of required easements. Existing drainage and utility easements dedicated with the plat of the Meyer Addition are to be vacated with new drainage and utility easement dedicated with the proposed development at the time of final plat approval. All drainage and utility easements are subject to review and approval of the City Engineer. Utilities. The developer has submitted plans for extension of sanitary sewer and water utilities for the preliminary plat. 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. Outlots. The preliminary plat includes four outlots that encompass wetlands, wetland buffers, and stormwater basins. Outlots A, B, C, and D are to be deeded to the City for stormwater management purposes. Park Dedication. The Parks System Master Plan does not identify acquisition of park land from the area of the subject site. Beaudry Meadows Park is located to the northwest of the subject site to serve this area and access to this park is provided via streets, sidewalks, and trails. Park dedication requirements are to be satisfied then as a cash fee in lieu of land dedication at the time of final plat approval. Park dedication 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 developer will be provided credits towards park dedication fees for the 16 existing lots within the Meyer Addition being replatted with the proposed development. The developer will also be credited for the construction cost of the trails proposed within Outlot A and D. RECOMMENDATION The proposed preliminary plat for development of the Kurtti property and redevelopment of the Meyer Addition is consistent with the land uses guided by the 2023 Comprehensive Plan. The preliminary plat also complies with the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions below. 9 POSSIBLE ACTIONS A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site to R-5 District based on a finding that the criteria established by Section 11-3-2.F of the Zoning Ordinance are satisfied and approve a Conditional Use Permit and preliminary plat 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. Right-of-way dedication and access to 70th Street shall be subject to review and approval of the Wright County Engineer. 3. The width of the mid-block access to Outlot A between Blocks 1 and 2 and between Block 2 and Block 4, Marin Farms 4th Addition shall be subject to review and approval of the City Engnineer. 4. All street, sidewalk, and trail design and construction plans, street lighting, and street signs shall be subject to review and approval of the City Engineer. 5. Street names shall 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. 6. Lots within the preliminary plat shall comply with the following minimum setbacks: 70th Street Local Street Interior Side Interior Rear Wetland Buffer 65ft. 25ft. house 30ft. garage 7ft. 20ft. 20ft. 7. Landscape Plan: a. A minimum of two shade trees shall be planted within each lot (with at least one in the front yard). b. No plantings shall be installed within the public right-of-way or outlots to be deeded to the City. c. Trees planted within the rear yards of lots abutting 70th Street (CSAH 38) as a required buffer yard shall be in addition to the required two shade trees per lot. 10 8. All grading, drainage, wetland impacts, and erosion control issues shall be subject to review and approval of the City Engineer. 9. A stormwater impact fee for Otsego Creek as established by Section 8-4-1 of the City Code shall be paid the time of final plat approval in accordance with the fee schedule then in effect; the developer shall be credited for the cost of improvements to Otsego Creek. 10. All utility plans shall be subject to review and approval of the City Engineer. 11. Utility Availability Charges shall be paid at the time of final plat approval in accordance with the fee schedule then in effect. 12. All easements shall be subject to review and approval of the City Engineer. 13. Outlots A, B, C, and D shall be deeded to the City for stormwater management purposes. 14. Park dedication requirements for the preliminary plat shall be satisfied as payment of a cash fee in lieu of land as provided for by Section 11-18-15.I and M of the Subdivision Ordinance with credit for: a. Each of the existing 16 lots of the Meyer Addition. b. Construction of trails and sidewalk within Outlot A and Outlot D. 15. The preliminary plat shall be valid for one year from the date of approval in accordance with Minnesota Statutes 462.356, Subd. 3c unless extended by the City Council. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map 921 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Torrens 73RD STREET NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELANNON AVENUE NE LANNON AVENUE NE LANNON AVENUE NELANNON AVENUE NE71ST STREET NE73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NE72ND STREET NESTREET 5 70TH STREET NE70TH STREET NELARGE AVENUE NELARGE AVENUE NEN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-CVP.DWGKURTTI PROPERTY© 2023 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSKURTTI PROPERTYOTSEGO, MNPREPARED FOR:TAMARACK LAND DEVELOPMENT712 VISTA BLVD #303WACONIA, MN 55387CONTACT: BRENDAN SULLIVANPHONE: (651) 387-5322EMAIL: BRENDAN@TAMARACKLAND.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.01 02/26/24 CITY COMMENTS ALL..................FORFORPRELIMINARY PLAT, GRADING,UTILITIES AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0037188.00CONTACT: CHRISTIAN H. FROEMKEPhone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150PRELIMINARY PLANSKURTTI PROPERTYOTSEGO, MNFORFORPRELIMINARY PLAT, GRADING,UTILITIES AND LANDSCAPEINITIAL SUBMITTAL DATE: 01/08/24 SHEET: 1 OF 30PROJECT NUMBER: 0037188.0070th St. NEMaciver Ave. NELabeaux Ave. NE73rd St. NESheet List TableSheet Number Sheet Title1Cover2Existing Conditions Plan3Overall Preliminary Plat4Overall Preliminary Plat5Preliminary Plat (Detail B)6Preliminary Plat (Detail C)7Overall Preliminary Grading Plan8Preliminary Grading Drainage & Erosion Control Plan9Preliminary Grading Drainage & Erosion Control Plan10Preliminary Grading Drainage & Erosion Control Plan11Preliminary Grading Drainage & Erosion Control Plan12Preliminary Grading Drainage & Erosion Control Plan13Preliminary Utility Plan14Preliminary Utility Plan15Preliminary Utility Plan16Preliminary Utility Plan17Street Profiles18Street Profiles19Street Profiles20Street Profiles21Street Profiles22Details23Details24Details25Details26Overall Preliminary Landscape Plan27Preliminary Landscape28Preliminary Landscape29Preliminary Landscape30Preliminary Landscape STOSTSTOSANSTOSTO FIBER OPTICT15057947.54USTFC 24 IN RCPET15060948.70USTFC TOP OF 24 IN RCP ... INVERT BURIEDTETTTTTTT FIBER OPTICTTT NATURAL GASST NATURAL GAS NATURAL GASESS NATURAL GAS TELEPHONE NATURAL GAST NATURAL GAS ELECTRICALSMHMISCESSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXWATWATWATSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATEWAT123456781234567812E. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 25W. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 25N. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 25S. LINE OF THE W 1/2 OFTHE SE 1/4 OF SEC. 25W. LINE OF MEYER ADDITIONN. LINE OF MEYER ADDITIONFD. 1/2 IN IRON PIPE;LS #10943FD. 1/2 IN IRON PIPE;LS #57070FD. 1/2 IN IRON PIPE;LS #10943FD. 1/2 IN IRON PIPE;LS #21401FD. 1/2 IN IRON PIPE;LS #19086FD. 1/2 IN IRON PIPE;LS #19086FD. 1/2 IN OPEN PIPEFD. 3 IN WRIGHT COUNTY DISCSW COR OF THE SE 1/4 OFSEC. 25, TWP. 121, RGE. 24FD. 1/2 IN REBAR;LS #23021FD. 1/2 IN REBAR;LS #23021FD. 1/2 IN REBAR;LS #23021FD. 1/2 IN REBAR;LS #23021FD. 1/2 IN REBAR;LS #23021FD. 1/2 IN OPENFD. 1/2 IN OPENFD. 1/2 IN REBARFD. 1/2 IN REBAR;LS #23021FD. 1/2 IN PIPEFD. 1/2 IN REBAR;LS #12043FD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPEFD. 1/2 IN PIPE;LS #17255FD. 1/2 IN PIPEFD. 1/2 IN PIPE;LS #17255FD. 1/2 IN PIPEPARCEL 1PARCEL 2PID: 118-800-254200GERALD & JEANETTE KURTTI11528 70TH STREET NEOTSEGO, MN 55301PID: 118-122-002010STEVEN & KIMBERLY DALZELL7230 LANNON AVE NEOTSEGO, MN 55301E. LINE OF MEYERADDITIONLANNON AVE NE(PUBLIC STREET)70TH STREET NE(PUBLIC STREET)71ST ST NE(PUBLIC STREET)73RD ST NE(PUBLIC STREET)74TH ST NE(PUBLIC STREET)LANNONAVE NE(PUBLIC STREET)74TH ST NE(PUBLIC STREET)73RD ST NE(PUBLIC STREET)71ST ST NE(PUBLIC STREET)LARGE AVE NE(PUBLIC STREET)PID: 118-122-001060GERALD & JEANETTE KURTTIPID: 118-122-001070GERALD & JEANETTE KURTTIPID: 118-122-001080GERALD & JEANETTE KURTTIPID: 118-122-001050GERALD & JEANETTE KURTTIPID: 118-122-001040GERALD & JEANETTE KURTTIPID: 118-122-001030GERALD & JEANETTE KURTTIPID: 118-122-001020GERALD & JEANETTE KURTTIPID: 118-122-001010GERALD & JEANETTEKURTTIPID: 118-122-002020GERALD & JEANETTE KURTTIPID: 118-122-002030GERALD & JEANETTE KURTTIPID: 118-122-002040GERALD & JEANETTE KURTTIPID: 118-122-002050GERALD & JEANETTE KURTTIPID: 118-122-002060GERALD & JEANETTE KURTTIPID: 118-122-002070GERALD & JEANETTE KURTTIPID: 118-122-002080GERALD & JEANETTE KURTTI(EX 9)50 FT HIGHWAY EASEMENTPER DOC NO. 138448150.050.0(EX 10)17 FT HIGHWAYEASEMENT PERDOC NO. 138448317.0(EX 11)17 FT HIGHWAYEASEMENT PERDOC NO. 138448417.0(EX 12)PERMANENT DRAINAGEEASEMENT PER DOC NO. 1384482(EX 13)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 54452410.0(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 544525(EX 14)10 FT UTILITY &DRAINAGE EASEMENTPER DOC NO. 54452510.010.010.010.010.010.010.010.010.010.010.010.010.010.0(EX 15)PERMANENT WATERMAIN & UTLILITYEASEMENT PER DOC NO. 909223(EX 15)PERMANENT WATERMAIN & UTLILITYEASEMENT PER DOC NO. 909223(EX 16)ROADWAY & UTILITY EASEMENTPER DOC NO. 935345100.0250.025.075.015.010.015.015.015.010.060.060.0(EX 18)10 FT UTILITY &DRAINAGE EASEMENTPER THE PLAT OFMEYER ADDN PER DOCNO. 264743(EX 18)10 FT UTILITY &DRAINAGE EASEMENTPER THE PLAT OFMEYER ADDN PER DOCNO. 264743(EX 18)10 FT UTILITY &DRAINAGE EASEMENTPER THE PLAT OFMEYER ADDN PER DOCNO. 264743(EX 18)10 FT UTILITY & DRAINAGEEASEMENT PER THE PLATOF MEYER ADDN PER DOCNO. 26474366.01272.95160.021310.68160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.02160.0233.070.033.070.066.066.060.060.060.060.060.060.060.0FD. 1/2 IN OPENFD. 1/2 IN PIPE1.9±2.7±FENCE IS ONPROP LINE0.5±0.4±0.3±0.9±4.2±1.2±0.7±1.7±4.3±28.6±33.0±2.3±93.2±891.1±50.0±49.9±33.5±DELINEATED WETLANDSPER KJOLHAUGDELINEATED WETLANDSPER KJOLHAUGRE=954.20IE=937.80 (STUB W 8" PVC)IE=937.75 (E 8" PVC)RE=952.42IE=937.47 (E 8" PVC)RE=958.30IE=948.05 (E 8" PVC)RE=948.70(INVERT BURIED)24" RCPIE=947.5424" RCPFES IS BURIED ORUNDERWATERRE=956.50(E 15"RCP)(W 15"RCP)(S 15"RCP)RE=956.62(E 15"RCP)(W 15"RCP)(S 15"RCP)RE=953.59(E 15"RCP)(W 15"RCP)RE=951.56(E 15"RCP)(W 15"RCP)RE=951.54(E 15"RCP)(W 18"RCP)RE=951.55(E 18"RCP)(W 18"RCP)(S 15"RCP)RE=952.36(N 18"RCP)(E 18"RCP)(S 15"RCP)RE=953.10IE=949.59 (S 15"RCP)RE=954.06IE=950.56 (S 15"RCP)IE=948.51(12" RCP)IE=947.90(12" RCP)IE=948.94(12" RCP)IE=948.82(12" RCP)PONDIE=943.26 (36" RCP)IE=944.14 (36" RCP)RE=953.32IE=939.52 (N 8" PVC)IE=939.57 (E 8" PVC)RE=952.22IE=939.07 (S 8" PVC)IE=939.02 (NW 8" PVC)RE=954.02IE=937.52 (E 8" PVC)IE=937.42 (W 8" PVC)RE=953.18IE=949.28 (N 21"RCP)RE=952.23IE=948.77 (N 21"RCP)SILT FENCEDELINEATED WETLANDSPER KJOLHAUGDELINEATED WETLANDSPER KJOLHAUGDELINEATED WETLANDSPER KJOLHAUG(EX 19)33 FT R/W PER TOWN ROADMAP PER DOC NO. 404209S00°43'07"E 2602.45S89°06'56"W 1299.27N00°49'25"W 2590.83N89°56'39"W 273.03N00°49'25"W 1280.15N00°49'25"W 1280.15S89°56'39"E 692.13N89°56'39"W 273.0333.00N00°49'25"WPID:118-196-008010ALEX & KAYLEEKNIGHTPID:118-196-008020COLE PREHATNEYPID: 118-196-008030CURTIS DALEIDEN &SAMANTHA STILLERPID: 118-196-008040ANTHONYMACDERMOTTPID: 118-196-008050JACOB & NICOLEMORELANDPID: 118-196-008060DARRELL ADAMSPID: 118-196-008070NICOLAS CRAIGPID: 118-196-008080NATHAN & KARIMCGHEEPID: 118-196-008090HPA II BORROWER2019-1 LLCPID: 118-196-008100CARLY RAE PAULSENPID: 118-196-008110MARK & SUZANNEHILLPID: 118-196-008120PETER & KATIEPERRAULTPID: 118-196-008130ROBERT PHILLIPSPID: 118-196-008140ANDREW & LORICE LINDSEYPID: 118-196-008150COURTNEY RIESINGPID: 118-196-008160DAVID LATTAPID: 118-196-008170JAY & ALICIA BENZINGERPID: 118-196-008180ALFREDO SANYAOLU & RITA OGAPID:118-196-007150DERRICKGANGELHOFFPID: 118-197-005040ELDON MARTINPID: 118-197-006010NATHAN & MICHELLE MARTINPID: 118-305-001180NATHAN & MICHELLE MARTINPID:118-305-004050OSCAR RUIZPID:118-305-004060MALARIE & IANHOLMESPID:118-305-004070DANIEL &MEGHANSHARPEPID:118-318-001010AMY JO FOSSEY& TREVORSTROTHPID:118-318-001020JENNIFERBOHANPID:118-318-001030DAYNA KORF &GAVIN GLAZIERPID:118-318-001040DANIELLE &KOREY AVERYPID:118-318-001050JEREMY & ERICALINDBOEPID: 118-318-000050CITY OF OTSEGOPID: 118-329-000010CITY OF OTSEGOPID: 118-329-001120JACOB & MOLLY WALKERPID: 118-329-001130MATTHEW NELSONPID: 118-329-002090MUSYOKA & LINETH INNOCENTPID: 118-215-003200JASON & JAMIE ANDERSONPID:118-215-002140JENNIFERGUNNARSONPID: 118-215-001170CHRISTOPHER &BRANDI QUALLEYPID: 118-215-001140MEHDIHADJDJELLOULPID: 118-215-001130MELONIE LEDINPID: 118-215-001120TIMOTHY & RENEE RAGERPID: 118-198-008090NICHOLAS & TRISHALOVOLDPID: 118-198-007080IRENE HARRISPID: 118-198-007070DAVID CAMPPID:118-198-007060JASON GLIMSDALE& MARET NOUKKIPID:118-198-007050SCOTT HASWELLPID:118-198-007040BRENT & DEANNALARSONPID:118-198-007030JONATHAN REIDERPID:118-198-007020OLIVER LARA &JIMMY LARAPID: 118-198-007010MIODRAG & BILJANAPLJEVALJCICPID: 118-198-004090CHRISTINAAIRDDEUTCHLANDERPID: 118-198-004080MATTHEW & KAYLAHUTHPID: 118-198-004070JUSTIN & LAURIECLARKPID: 118-198-004060ANDREW BURKEPID: 118-198-004050JASON HOEFT &JAMIE ROEDERPID: 118-198-004040BRIAN JOHNSONPID: 118-198-004030KEVIN & LAURAKEALYPID: 118-198-004020HPA JV BORROWER2019-1 ATH LLCPID: 118-198-004010MANIVANH LEELARGEAVE NE(PUBLIC STREET)PID: 101-146-007010NICHOLAS LURAPID: 101-147-003040RICHARD & JANA BESTPID: 101-147-003030MICHAEL PRIYATEL &TEAGAN HANSENPID: 101-147-003020PROTUS MATARAPID: 101-147-003010FILLMORE VANG &LYNDA YANGPID: 101-147-000010CITY OF ALBERTVILLEPID: 101-147-002090ROBERT MEISTERPID: 101-147-000020CITY OF ALBERTVILLEPID: 101-144-000010CITY OF ALBERTVILLEPID: 101-144-001010TODD & AMY STEGEMANPID: 101-144-001020ALEXANDER & JENNIFER STATZPID: 101-144-001030JORDAN PUNTPID: 101-144-001040MATI LEMMA & DEREJE AGAPID:101-144-001050TANNER &HANNAH LOWEPID:101-144-001060JOSEPH & DANA LYVERPID: 101-110-000010CITY OF ALBERTVILLELAKEWOODCIRCLE(PUBLIC STREET)80.028.028.028.028.028.028.028.039.439.350.323.2EX. TEMP. TURNAROUNDTO BE REMOVEDEX. TEMP. TURNAROUNDTO BE REMOVEDPID: 118-305-004010SCOTT & KATHRYNUTLEYPID:118-305-004020JESSE SOUFFLET& TAYLOR LEEPID:118-305-004030GREGORY LIENPID:118-305-004040BRADLEY &ERIN ROBERTSRE=954.44IE=948.19 (21" RCP)RE=951.64IE=943.22 (15" RCP)RE=949.99IE=943.88 (15" RCP)RE=947.77IE=944.23 (12" RCP)IE=944.03 (15" RCP)RE=948.26IE=945.08 (12" RCP)RE=951.10IE=948.03 (12" RCP)8" PVC8" DIP8" PVC8" DIP8" DIP8" DIP16" DIP21" RCP8" DIPRE=957.06IE=954.7 (W 15"RCP)8" DIP8" DIP16" DIP16" DIP16" DIP16" DIP8" DIPN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-EXP01.DWG302PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYEXISTING CONDITIONSPLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24CHRIS AMBOURN4305502/26/24TAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100' 200' 300'1" = 100'02/26/24....CITY COMMENTS....GUY WIREFLARED END SECTIONSANITARY MANHOLECATCH BASINPOWER POLEELECTRIC BOXSIGNSTREET LIGHTMAIL BOXSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTSTORM MANHOLETELEPHONE BOXLEGENDCULVERTFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENTTREE LINEGASPOHPUGSANSTOTUGWATFOSETXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINEFIBER OPTIC PEDESTALUNKNOWN MANHOLECATCH BASIN MANHOLESEPTIC COVERMHWETLAND PROPERTY DESCRIPTIONThe following information was provided Old Republic National Title Insurance Company, Title Insurance Company File Number ORTE749512,which has an effective date of October 27, 2023 at 7:00 AM:Parcel 1:The West Half of the Southeast Quarter of Section 25, Township 121, Range 24, EXCEPT that part platted as Meyer Addition, Section 25,Township 121, Range 24, Wright County, Minnesota.ANDLots 1-8 of Block 1; Lots 2-8 of Block 2; all in Meyer Addition, Wright County, MinnesotaParcel 2:Lot 1, Block 2, Meyer Addition, Wright County, MinnesotaAll abstract propertyGENERAL NOTES1. Bearings of property lines shown hereon are based on the Wright County coordinate system, (NAD 83 - 2011 Control Adjustment).2. Lengths of lines and distances between features are measured in US-Survey Feet.3. Elevations and ground contours shown hereon are relative to the NGVD29 vertical datum and are relative to Benchmark4. MNDT 8680 M which has an elevation of 964.83 feet.5. Wetlands shown were delineated by Kjolhaug Environmental Services.6. Please note that the right of way of Lannon Ave NE is excluded from the boundary, it is not listed witihin the property description. 123456123456781234567812345678910111213141516171234567891011121314151617181920212223242526272829121234567891011121314151617181920212223242526123123456789101112131415161718191110987654321212019181716151413121234567891011121314151617181234567891011121314151617181991020212218301234567891011124458911OUTLOT AOUTLOT BOUTLOT COUTLOT D2728273RD STREET NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVE NELANNON AVE NELANNON AVE NE71ST STREET NE73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NE72ND STREET NELANGLEY AVENUE NELARGE AVENUE NE70TH STREET NE70TH STREET NE2.85'8.99'EXISTING WETLANDEXISTING WETLANDEXISTING WETLANDEXISTINGWETLANDEXISTINGWETLANDPONDPONDPONDPONDPONDPOND10' TRAILBOARDWALK10' TRAIL50' RAD. CUL-DES-SAC50' RAD. CUL-DES-SAC10' TRAILLARGE AVENUE NE74TH STNELANNONAVE NEN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-PPP01.DWG303PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYOVERALL PRELIMINARYPLAT712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENT02/26/2426971CORY MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA100'20' OR 10'0'100' 200' 300'1" = 100'02/26/24....CITY COMMENTS....xEXISTING ZONING: A-1 & R-3xGROSS SITE AREA: 77.62 AC EXISTING WETLANDS TO REMAIN: 5.33 ACWETLAND BUFFERS: 2.92 ACxNET SITE AREA: 69.37 ACxDEVELOPMENT SUMMARYTOTAL SINGLE FAMILY HOMES 185 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 ASREQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BEPROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOTABOVE THE HIGH WATER LEVEL OF ALL PONDS.5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OFCURB.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(60' LOTS)7,580 SF10,628 SF60' @ FRT SBK100'30', 25'7' / 7'; 14' TOTAL25'20'OUTLOT TABLEOUTLOTAGROSSAREAUSE OWNERSHIPWETLAND / PONDINGCITY 7.64 ACB CITY 1.93 ACTYPICAL SINGLE FAMILY (SF)LOT DETAIL10'5'10'7'25'20'5'60'/75'60'/75'100'100'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDINGSETBACK LINELOT NUMBERREAR BUILDINGSETBACKLOT LINEX,XXX SFLOT AREA±2.38 UN/AC±2.67 UN/AC75' @ FRT SBK IN CUL-DE-SACC CITY 1.14 ACD CITY 6.18 ACWETLAND / PONDING70TH STREET NE 65'WETLAND BUFFER10' MIN / 20' AVGWETLAND / PONDINGWETLAND / PONDINGSINGLE FAMILY(75' LOTS)10,918 SF75' @ FRT SBK100'7' / 7'; 14' TOTAL25'20'65'10' MIN / 20' AVGxPROPOSED ZONING: R-560' SF HOMES (BLOCKS 2-5, 7-9, 11-12) 155 LOTS75' SF HOMES (BLOCKS 1, 6 & 10) 30 LOTS NET: MEDIAN LOT AREA (all lots) 9,790 SFCORNER LOT WIDTH 78' 92'BUFFER SETBACK 20' 20'SHORELAND CUP DENSITY ANALYSISSHORELANDTIER 2SHORELANDTIER 3SHORELANDTIER 4SHORELANDTIER 130', 25' 75.2092.2575.2592.321234561260.2162.1160.1862.1060.2563.0262.2562.2560.2566.2367.2181.7162.0062.0062.0090.0063.5563.0063.0063.0065.0063.0063.0063.0062.6584.9861.1484.48100.2676.0078.00123456789101112131415161712345678910111213141516192324252627282912123460.1060.2575.0975.05 75.0561.2161.3461.5160.201877.14108.89309,790 sf9,046 sf9,008 sf9,039 sf8,445 sf8,618 sf9,590 sf17,833 sf15,561 sf10,525 sf14,212 sf9,650 sf7,580 sf11,636 sf11,204 sf9,198 sf8,515 sf8,990 sf8,326 sf8,991 sf9,014 sf9,941 sf9,871 sf9,623 sf12,476 sf14,860 sf9 980 sf14,291 sf18,213 sf332,854 sf15,654 sf15,762 sf9,140 sf11,916 sf11,915 sf13,692 sf10,530 sf13,482 sf9,880 sf10,918 sf13,381 sf13,391 sf1118282821315 3 161565413534181355312058585858110130797614275776360635786127134627862626214418628250505 0 47661591281661610669185861728194158612542140171497126060635317265 14966 121631209354613846575750188151378414039606319137133126260714571140601404833913054130475744140751407541581302614140729910810859130 4413045127483155552069696969391407314082 114 3056152861155526126 187195202040604214028976112929260927517914912413454813662992130103216 145328813675211312776106289676621130887514561411416 12455OUTLOT AOUTLOT B83,983 sf75.2075.2075.2075.2060.2060.2060.2160.1860.1860.188,122 sf11,491 sf9,673 sf11,364 sf11,775 sf9,522 sf9,054 sf9,187 sf9,143 sf73RD STREET NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELARGE AVENUE NE9,009 sf8,564 sf8,862 sf9,317 sf8,694 sf11,486 sf10,373 sf1928419124641111286421832692.85'8.99'PONDPONDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLAND20 ft Wetland Buffer(10 ft min; 20 ft avg)20 ft Wetland Buffer(10 ft min; 20 ft avg)20 ft Wetland Buffer(10 ft min; 20 ft avg)28B-B60R/W60R/W28B-B28 B-B 60 R/WR60R50WETLAND FILL5420 SF20' WetlandBuffer Setback20' WetlandBuffer Setback74TH ST NE73RD ST NE74TH ST NELANNONAVE NE5' Sidewalk5' Sidewalk5' Sidewalk5' Sidewalk5' Sidewalk10' Trail10' Trail10' TrailR60R50R60R50N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-PPP02.DWG304PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY PLAT(DETAIL A)712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENT02/26/2426971CORY MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... 75.5078.0078.0075.2575.2575.25102.0078.0078.0078.002345678123466.2367.2162.0062.00 62.0062.0062.0075.0962.0062.00 62.00 62.00 62.18 62.32 100.0062.0062.0062.0062.0062.0084.4876.0079.0060.8060.5060.5060.5060.50100.1776.00103.8065.0065.0065.0065.0065.0085.0061.29 61.00 61.26 62.16 62.16 78.5080.1161.75 61.75 61.13 61.50 61.50 63.0083.0061.0061.0061.0016171819202122231245678910111213141516171819201234567131415161718193212120191817161514131212345678910111213141516171875.0884.6188.9365.11 65.06 65.00 65.00 60.5065.0065.00686.4063.0063.0063.009,101 sf8,367 sf9,280 sf9,000 sf8,727 sf10,085 sf7,574 sf8,039 sf8,117 sf9,387 sf8,118 sf8,118 sf8,921 sf8,707 sf8,273 sf8,372 sf8,862 sf9,008 sf9,502 sf11,403 sf10,915 sf12,693 sf7,986 sf7,986 sf8,040 sf9,336 sf15,922 sf8,450 sf8,450 sf8,450 sf12,645 sf8,450 sf9,916 sf10,814 sf10,277 sf10,918 sf8,454 sf8,729 sf9,647 sf15,962 sf12,763 sf10,525 sf13,125 sf14,927 sf16,704 sf13,476 sf15,922 sf11,003 sf9,980 sf12,407 sf11,767 sf49,814 sf7,930 sf7,930 sf7,930 sf11,317 sf11,317 sf11,317 sf13,884 sf11,235 sf15,800 sf11,347 sf8,370 sf8,302 sf8,233 sf8,255 sf8,898 sf9,880 sf13,382 sf10,954 sf11,317 sf11,317 sf10,918 sf10,918 sf10,918 sf13,400 sf14,865 sf657,356 sf14460 65 4813661 61 31406274 5475 49 133458 8 7 7142 1056 2 6 4 5 13371 65135 815795 528131456561148132118315596061571325 4 8 7 65 61 61 83 62 13314142 61 61 10132 132132275 9 5 9 1 8 13113813246262281326262138143828 2 7713153 13054113553110627862626214418628213713548766 5 1 7830643796 30157616560656265836514265581321323564013214129675 1124446656565656813013013013092757130546841691491491468414174666672061169196618131139745176827155505040139 1441091 0 3 4 064634511421591341231311315132675612514291140 90856868681624719014019722 62 62 29226255144 5 7317716440 75757578787591601037878781128206161616616161130130130987878781451451459676119625751487661356298701349626254133132136542376894541 7610513013059256 14575757578787689145145145145145145141614163 67891045OUTLOT BOUTLOT C92.8779.1593.008,870 sf8,707 sf83,983 sf10,749 sf8,684 sf14,843 sfLARGE AVENUE NELANNON AVE NUE NE LANNON AVENUE NE 73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NELANGLE Y A V E N U E N EPOND PONDEXISTINGWETLAND20 ft Wetland Buffer(10 ft min; 20 ft avg)60R/W28R/W28B-B28B-B60R/W60 R/W 28 B-B 60R/W 28 B-B R60R50WETLAND FILL18447 SF73RD ST NE5' 5' Sidewalk5' Sidewalk 5' Sidewalk5' Sidewalk5' Side w alk Existing WatermainEasement to bereroutedExisting WatermainEasement to remainN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-PPP02.DWG305PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY PLAT(DETAIL B)712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENT02/26/2426971CORY MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... 78.0078.004567862.32 62.1463.0063.0063.0063.0063.0080.5761.6582.1263.0062.8561.3161.29 5 0 60.57 61.0061.0080.0061.0061.7582.0061.7561.7561.7578.0078.0078.0078.0080.0060.9362.0062.0063.5063.5061.5061.0061.0061.0061.002021222324252612367891011121314111098765431212345678910111213141516171819910112.7782.4561.3161.7583.0182.5063.0063.0063.0063.0063.0762.0061.4961.0061.0020212261.0065.00 63.00 11,917 sf12,740 sf11,104 sf9,492 sf11,117 sf9,361 sf9,199 sf8,336 sf8,304 sf8,336 sf8,336 sf8,336 sf11,971 sf13,219 sf10,434 sf9,101 sf14,966 sf10,882 sf11,349 sf8,538 sf12,092 sf8,654 sf9,387 sf10,525 sf8,118 sf9,564 sf8,815 sf8,815 sf8,815 sf8,815 sf8,815 sf9,526 sf11,003 sf269,111 sf9,311 sf10,617 sf12,779 sf9,393 sf10,029 sf9,543 sf8,923 sf8,530 sf11,197 sf9,867 sf10,709 sf11,067 sf7,930 sf11,317 sf11,317 sf11,317 sf11,317 sf11,317 sf22,771 sf12,313 sf9,875 sf9,055 sf11,193 sf18,610 sf526161 613017672721382142036258346262626176192676722741401401661279376013656591425762626214135316262626278135488217 42781143013513513531114399856636383609 7 4262015614465 481363 6 5 10261875917764234565654156152 82615669129140140167815296987140 62 1414310 132779044193601516363636363617923636363636324140140140140140355 731 1431647878787878554751456491254026471116463631355163693266356150228015911943776363501451531381406180136616136618316961131661130787878787878103145145145145145145 142 63651936871246676257193 1571 0 6 2 5 1355595506 6123369212,132 sf111248911OUTLOT D27289,671 sf8,512 sfLARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELANNON AVENUE NELANNON AVENUE NE71ST STREET NE72ND STREET NE72ND STREET NE70TH STREET NE70TH STREET NELARGE AVENUE NEPONDPONDPONDEXISTINGWETLAND20 ft Wetland Buffer(10 ft min; 20 ft avg)28B-B60R/W28B-B60R/W60R/W 28 B-B 60R/W28R/W77R/W44R/W44R/W65SBKWETLAND FILL1567 SFWETLAND FILL1333 SF20' WetlandBuffer Setback71ST ST NE71STST NE5' SidewalkExisting 10'Bituminous Trail10' Bituminous Trail5' Sidewalk5' Sidewalk5' Sidewalk INSTALL ADAPED RAMPSN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-PPP02.DWG306PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY PLAT(DETAIL C)712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENT02/26/2426971CORY MEYERPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000002'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... 950950950950960960960960960 960960960960970970980980948948952952952952954954954954954954954954954954956956956956956956956956958958958958 958 958958 958958962962962962962962 962962962964964964966966968968972972974 974976976978978 982982 98498495295495495495695695895850944946948954954952960960954954956956958 940 9550950942944946948 952952952952954954956956956956958958958958950950950948952952954954954954956956 956956956956 958958950952952952954954954956958950 950950950960948948952952952952952952952952954954954956956956958962964966960 960954956956958958 960970958962964 9669689589589609569589629649669609529549569589509609489529549569589509429449469489526950 952954950950950948952950948952954954549549509509469489950950952952952952952954956954954956960960962960960958958950952960960958950952954950960948952954956958T15057947.54USTFC 24 IN RCPET15060948.70USTFC TOP OF 24 IN RCP ... INVERT BURIEDTETTTTTTTTTTSTESSTSMHESSSSGASGASGASGASGASGASGASGASGASX XXXXXXXXXXXXXXXXXXXXXX XXXX X X X X XXXX X X X X XPOHPOH POHPOH POH POH POH POH POH POH POH XXXX WATWATSAN SANSANSANSANSAN SAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWAT WAT WATEWAT123456123456781234567812345678910111213141516171234567891011121314151617181920212223242526272829121234567891011121314151617181920212223242526123123456789101112131415161718191110987654321212019181716151413121234567891011121314151617181234567891011121314151617181991020212218301234567891011124458911OUTLOT AOUTLOT BOUTLOT COUTLOT D0123456789 10 11 12 1314 15161718 192021220123456789101112131415161718192021222324252627282930313233343536370120123456789012 3 4 5 601234567891011121301234560123456272873RD STREET NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELANNON AVE NUE NE LANNON A V E N U E N E LANNON AVENUE NELANNON AVENUE NE71ST STREET NE73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NE72ND STREET NELANGLEY A V E N U E N E 70TH STREET NE70TH STREET NELARGE AVENUE NELARGE AVENUE NEPOST-S FPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF950950950950950950950950950950950950950950 95095095095095095095099509509950950950950950950950950950950 950950950950 960 960960960960960960 960960960960960960960960960960 960960960960960 960960 960960 970970970970 970970970 970980980942942944944946946948 948948948948948948948952952952952 952952952952952952952952952952952952952 959529529952952952952952952952952952 952 952952952952952952952952952952952952952952952952 9549549549549549549954954 95495495495495495495495495495495495495495495495495495495495495495495495495495495495495495495454954954954954954954954 954954954954 954954954954954954954954954 954954954954954954954954954954 954954954954954954954954 954995695695695 6 5656956956956956956956956956956956956956 956956956956956 956 956956956956956956956956956956956956956956956956956956956956956956 956956956956956956 956956956956956956956 956956 9958958958958958958958958 958958958958958 958958958958958 958958 958 958958958 958958958958958958958958958958958958958958 958962962962962962962962962962962962962962962962962962962 962962 962962962962962 962962962 964964964 964964 964964964964964 964964964964964964964964964964964964966966966966966966966966966966966 966966966968968968968 968 968968968972972974974976976 978978982982984984 EOF56.3EOF56.3EOF56.1950.03POST-SF POST-SFPOST-SFPOST-S F POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFWETLAND 8OUTLET=946.0HWL=948.8WETLANDOUTLET=954.5HWL=956.0WETLAND 3OUTLET=952.9HWL=954.5POND 2OUTLET=954.0HWL=956.7BOT=944.0FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8POND 5OUTLET=950.0HWL=953.6BOT=940.0PONDOUTLET=955.3HWL=958.0BOT=945.0WETLANDHWL=949.9EOF=952.0(MART. FARMS 6TH)EX. POND EOE=948.0HWL=950.9BERM=952.0(MART. FARMS 6TH)EX. PONDOE/NWL=943.5HWL=945.2EOF=953.0EX. CBRE=958.0EX. PONDOUTLET=949.2HWL=951.8BOT=942.0POST-SF POST-SFPOST-SF POST-SFPOND 1OUTLET=954.0HWL=956.7BOT=944.0WETLAND 1OUTLET=957.5HWL=957.162.262.859.163.576.376.970.668.268.853.253.457.853.950.750.752.556.758.961.562.760.659.360.351.253.255.355.851.949.748.848.751.854.153.854.171.275.858.052.465.373.252.2FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8WETLAND 2AOUTLET=953.1HWL=955.5WETLAND 18OUTLET=944.1HWL=948.6RSCRSCRSCRSCRSCRSC RSCRSCRSC RSC SF SF SF SF SF SF SF SFSF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCSFSF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SFSFSFSF SFSFSFSFSFSFSFRSCRSCRSCRSC LOW POINT 13HWL=948.92.85'8.99'954954954STN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP01.DWG307PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYOVERALL PRELIMINARYGRADING PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com150.000003'30' OR 15'0'150' 300' 450'1" = 150'02/26/24....CITY COMMENTS....GRADING & DRAINAGE NOTES1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.VARIESLAST REVISED:08/15/17TYPICAL LOTGD25AINDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.699980.0987.8SEWO989.2991.0987.8DRIVEWAYLOT CORNER ELEVATIONCUSTOMSEWO = SPLIT ENTRY WALKOUT, GRADED FOR 3.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.SE = SPLIT ENTRY, GRADED FOR 3.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.SE(1) = SPLIT ENTRY, GRADED FOR 2.5' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUTFRONT GROUND GRADEAT GARAGE DOORNOTE:1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3. SILT FENCE AND FIBER LOGS; OR3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESSEE SHEET 10SEE SHEET 11SEE SHEET 9SEE SHEET 8SEE SHEET 12 70TH STREET NETREET NE71ST STRLARGE AVE NENET15057947.54USTFC 24 IN RCPET15060948.70USTFC TOP OF 24 IN RCP ... INVERT BURIEDTTTTTTSTSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASXXXXX POHX X X X X X X X X POH POH POH POH POH POH POH POH POH POH POHSANSANSAN SANSANSANSANSANSAN SAN SAN SAN STOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WATWATWATWATWATWAT WAT WAT WAT WATWATWATEWATWATWAT950950948948952952952954954954954954956956956956952950948952954950 95295495095095094895295495495495695295495695895095296096095895095295482526123123456789101112131415161718199102021221112411OUTLOT D01234560123401292728LARGE AVENUE NELARGE AVENUE NELANNON AVENUE NELANNON AVENUE NE71ST STREET NE70TH STREET NE70TH STREET NELARGE AVENUE NE956.5954.6SE(2)957.8950950950950 950950950950950950950950 950950950950950950950950950950950950950 950950960960960960948 948948948948948952952952952952952952952952952952 952952952952952952952952952 954954954954954954954954954954954954 954954 954954954954954954954954954954954954954954954954956956956956956956956956956956956 956956956956956956956956956956956956956956956956956 958 958958958958958958958958958958958958958958958958958958 958962962964964966966954.8954.7955.0950.03POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFWETLAND 8OUTLET=946.0HWL=948.8FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8EX. PONDOUTLET=949.2HWL=951.8BOT=942.0948950952952950952952950948948950952952950950952952950948952950952950948946942940948952950948952950948940942944946958.0954.8SEWO954.8957.5954.3SEWO954.3957.7954.5SEWO954.5958.2955.0SEWO955.0957.4954.2SEWO954.2957.6954.4SEWO954.4958.7955.5SEWO955.5959.0955.8SEWO955.8959.5956.3SE959.5960.0956.8SEWO956.8960.0956.8SE960.0959.6956.4SE959.6959.4956.2SE959.4959.3956.8SEWO(1)956.8959.8956.6SEWO956.6960.3957.1SEWO957.1960.7957.5SEWO957.5960.7957.5SEWO957.5960.5957.3SEWO957.3958.3955.5955.8956.53SEWO956.3959.7956.5SEWO956.5959.2956.0SEWO956.0958.3955.1SEWO955.1957.9954.7SEWO954.753.948.751.854.152.2948950952954956956954954956958958958956954956956954952950958960956954952950956958956954956954950950952954956956956 9589589549529549529549529569549529509529509509529549569549529509529529509506.4%6.0%6.0%6.4%6.4%6.3%6.1%6.7%5.9%7.3%6.5%6.3%7.1%7.3%7.0%7.3%6.4%7.9%6.6%6.7%5.0%5.9%7.2%FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8WETLAND 18OUTLET=944.1HWL=948.6SF SF SF SF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSF57.357.658.257.858.259.059.258.858.457.856.156.257.0556.256.056.256.055.555.255.953.552.451.052.052.052.354.854.053.051.049.550.251.151.952.052.052.051.751.450.950.050.054.154.349.958.958.357.258.6LP53.057.556.658.658.453.8LP46.1947.00947.00947.00947.00947.00EOF52.4LOW POINT 13HWL=948.9SSSANSSSSANSANSANSTO STOSTO0123456012340129HP 2+34.58ELEV 958.88HP 3+11.25ELEV 955.89LP 3+93.26ELEV 955.61LP 1+38.53ELEV 957.390.60%1.00%1.00%0.60%0.60%0.81%2.00%2.00%1.42%0.61%0.73%0.73%2.00%CBMH-196RE=957.93IE=949.20 (N)IE=952.65 (E)IE=949.20 (SW)CBMH-153RE=957.62IE=948.78 (NE)IE=948.78 (S)CBMH-194RE=957.21IE=949.37 (N)IE=949.37 (S)CBMH-208RE=956.99IE=948.82 (SE)IE=948.82 (W)CBMH-203RE=956.99IE=948.66 (N)IE=948.74 (E)IE=948.66 (W)CBMH-199RE=956.96IE=953.01 (N)IE=953.01 (W)CBMH-198RE=956.95IE=953.10 (S)STMH-190RE=956.43IE=949.61 (N)IE=949.98 (W)IE=949.61 (S)CBMH-150RE=955.21IE=950.30 (N)IE=950.30 (E)CBMH-416RE=955.14IE=950.09 (N)IE=951.16 (W)IE=950.09 (S)CBMH-415RE=955.10IE=951.25 (E)CBMH-275RE=954.63IE=949.15 (N)IE=949.15 (SW)STMH-142RE=954.54IE=944.24 (SE)IE=944.24 (W)CBMH-277RE=954.08IE=948.87 (NE)IE=948.87 (SW)CBMH-279RE=953.52IE=948.59 (NE)IE=949.50 (N)IE=948.59 (S)CBMH-281RE=953.45IE=949.59 (S)STMH-139RE=953.42IE=944.10 (E)IE=944.10 (E)IE=945.32 (N)IE=944.10 (W)CBMH-207RE=952.85IE=949.00 (NW)STMH-286RE=952.09IE=944.39 (E)IE=944.39 (SE)IE=944.39 (NW)30" FES-20512.3 CU YD CLASS III RIPRAPIE=948.5024" FES-2169.2 CU YD CLASS III RIPRAPIE=949.0221" FES-2837.1 CU YD CLASS III RIPRAPIE=948.50OCS-285RE=950.40IE=946.25 (S)IE=944.47 (NW)15" FES-140IE=944.48 (W)FES-288RE=947.93IE=946.10 (S)18" FES-179IE=945.50 (N)FES-144IE=943.26N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP02.DWG308PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA50.000002'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....Common Ground AllianceCall 48 Hours before digging:811 or call811.comEXISTINGPROPOSEDGRADING 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 CONTROLRSCEXISTINGPROPOSEDGRADING 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 CONTROLRSC89101112ROCK CONSTRUCTION ENTRANCE (TYP.)WETLAND BUFFER (TYP.)WETLAND IMPACT 1,333 SQ.FT.SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANT SEDIMENT PERIMETER CONTROL (TYP.)INLET SEDIMENT CONTROL (TYP.)WETLAND LINE (TYP.) LANNON AVE NED STREET NENEIN RCPTETTTTTMHESX X X X X X X X X X X X X X X X POHPOH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH P O SAN SAN SAN SAN WAT WAT WAT WAT 950950950960960960948952952952954954954954954956956956956956958958958962964954 956956 960952954956958950960948952954956958952960950952954950960948952954956958123456781617181920212223242526234567891011121314151617181110987654321212019181716151413123456789101112131415161718989101148911OUTLOT C56789101112 3456789100123456789012 3 4 5 2728LARGE AVENUE NEE AVENUE NELANNON AVENUE NE LANNON AVENUE NE73RD STREET NE72ND STREET NE72ND STREET NELANGLE Y A VE N UE N E 960.5958.0SEWO(1)958.0960.2957.7SEWO(1)957.7957.8960.7957.5 SE 960.7 950950950950950950950950950950950950950950950950950950950950 950950 960 960960 960960960960 942942944944946946948948952952 952952952952952952 952952952952952 952952952952954954954954954954954954954954 954954954954 954954954954954954954954954954 956956956956 956 956956956956956956956956956956956956956956956956956956956956956956956956 958958958958 958958 958 958958958958958958962962960.2957.0 SE 960.2 958.0954.8SEWO954.8957.9954.7SEWO954.7958.2955.0SEWO955.0EOF56.3EOF56.3EOF56.1POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-S F POST-SF POST-SF POST-SF POST-SFPOST-SFPOST-SFPOND 5OUTLET=950.0HWL=953.6BOT=940.0WETLANDHWL=949.9EOF=952.0(MART. FARMS 6TH)EX. POND EOE=948.0HWL=950.9BERM=952(MART. FAR960.5961.0SEWO958.3962.0958.8SEWO958.8963.0959.8SEWO959.8963.0959.8SE963.0961.2958.7SEWO(1)958.7960.8958.3SEWO(1)958.3960.5958.0SEWO(1)958.0958.0955.5SE(1)958.7958.4955.2SE958.4958.4955.2SE958.4958.4955.2SE958.4958.5955.3SE958.5958.9955.7SE958.9962.1958.9SEWO958.9961.8958.6SEWO958.6961.5958.3SEWO958.3959.3956.1SEWO956.1958.5955.3SEWO955.3958.0954.8SEWO954.8957.5954.3SEWO954.3957.7954.5SEWO954.5958.2955.0SEWO955.0959.5 956.3 SE 959.5 960.0 956.8 SE 960.0 960.5 957.3 SE 960.5 960.5 957.3 SE 960.5 961.3 958.1 SE 961.3 961.4958.2SE961.4959.7957.2SE(1)960.4 959.6957.1SE(1)960.3 959.0955.8SE959.0 959.0955.8SEWO955.8958.5955.3SEWO955.3958.0954.8SEWO954.8958.7955.5SEWO955.5959.0955.8SEWO955.8959.5956.8960.5957.3SE960.5960.5957.3SE960.5 958.3955.1SEWO955.1959.3956.8SEWO(1)956.8959.8956.6SEWO956.6958.3955.1SE958.3958.2955.0SE958.2958.6955.4SE958.6959.3956.1SE 959.3959.7956.5SE 959.7960.1956.9SE 960.1960.4957.2SE 960.4960.7957.5SE 960.7961.5958.3SE961.5 959.5956.3 SE 959.5 959.7956.5 SE 959.7 960.0956.8 SE 960.0 961.1957.9SE961.1960.7957.5SE960.7960.6957.4SE960.6958.3955.1SE958.3958.7955.5SEWO955.5959.0955.8SEWO955.8959.7956.5SEWO956.5959.5956.3SEWO956.3959.7956.5SEWO956.5959.2956.0SEWO956.0958.3955.1SEWO955.1957.9954.7SEWO954.757.853.950.750.752.556.758.961.562.760.651.253.255.355.851.949.748.848.751.852.2948950952954956950952954 954954956 9589589529549569589602960958 956958960962958960 958958956958954954954952954954956958952954956956956 9589589549529549529549529569549529507.0%8.5%6.7%7.8%6.6%7.9%7.3%6.2%6.3%6.4%6.0%6.3%7.1%7.3%7.0%7.3%6.2%5.2%7.5%6.8%7.3%6.8%7.4%6.8%6.9%5.7%8.8%8.9%7.5%6.4%6.5%5.9%7.4%6.8%8.3%8.5%7.0%6.8%7.0%7.1%6.4%6.9%6.2%6.6%7.0%5.6%7.3%6.9%6.8%7.0%6.6%7.2%7.3%7.1%6.7%6.6%6.4%7.9%5.9%7.2%6.7%7.4%8.4%7.1%8.5%7.1%6.0%6.2%6.5%7.3%940944948950954952954952950948940954 952 950 948 946 940 958 956 956956952 954956958958960960958956956 958 954 952 950 958960 958958 958956962956958 958958958958960958958960958958958 958 956 958958958960958960960960 958 960 958 958 958 9 58 9 60 960 960 960 958SF SF SF SFSF SF SF SF SFSFSFSF SF SF SF SF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF59.058.658.257.957.557.256.956.556.556.957.357.657.856.156.257.057.858.358.057.557.156.756.356.156.456.456.156.356.757.157.559.159.359.359.258.958.958.558.558.058.157.757.758.256.256.056.557.157.858.459.059.760.360.759.458.958.456.256.055.956.556.757.157.758.158.558.859.460.455.955.755.055.856.057.358.558.457.256.856.055.156.355.855.153.552.454.854.058.8 57.955.054.054.054.053.454.154.056.754.054.054.054.054.154.054.057.454.1 57.354.159.954.053.051.049.550.251.151.952.052.052.051.751.450.950 057.256.9HP60.0EOF58.0LP55.360.057.6LP55.1HP58.557.261.458.357.056.1LP55.1LP55.0HP56.1LP46.154.360.758.4EOF58.2EOF52.4LOW POINT 13HWL=948.9S56789101112 3456789100123456789012 3 4 5 LP 7+28.61ELEV 956.08HP 3+11.25ELEV 955.89LP 3+93.26ELEV 955.61HP 5+72.59ELEV 957.91LP 7+96.94ELEV 955.71LP 1+76.15ELEV 955.75HP 1+62.02ELEV 958.97LP 4+58.87ELEV 957.351.00%1.00%5.00%5.00%3.00%0.60%0.63%0.63%0.60%0.60%1.36%1.36%0.60%%0.60%0.60%0.81%00.61%0.60%0 .6 0 %2 .0 5 %0.79%0.79%0.98%0 .6 3 % 0 .6 3 % 0 .6 2 %STMH-254RE=960.70IE=952.27 (E)IE=952.34 (N)IE=951.24 (W)IE=951.24 (S)CBMH-252RE=959.89IE=952.59 (E)IE=952.59 (W)CBMH-268RE=959.26IE=955.43 (E)CBMH-264RE=959.23IE=950.61 (N)IE=955.34 (W)IE=950.61 (E)CBMH-182RE=957.69IE=951.10 (NE)IE=951.10 (SW)CBMH-184RE=957.69IE=951.03 (NE)IE=951.03 (SE)STMH-294RE=957.27IE=949.50 (N)IE=949.50 (S)CBMH-194RE=957.21IE=949.37 (N)IE=949.37 (S)CBMH-243RE=957.17IE=950.83 (E)IE=950.83 (N)CBMH-236RE=956.97IE=951.46 (N)IE=950.65 (S)IE=950.65 (W)CBMH-246RE=956.83IE=950.92 (E)IE=950.92 (W)CBMH-290RE=956.54IE=952.69 (E)CBMH-291RE=956.54IE=952.60 (W)IE=952.60 (S)STMH-190RE=956.43IE=949.61 (N)IE=949.98 (W)IE=949.61 (S)CBMH-186RE=956.42IE=950.49 (NW)IE=950.49 (S)STMH-273RE=956.28IE=950.61 (E)IE=952.41 (N)IE=950.61 (S)CBMH-295RE=956.19IE=952.19 (S)CBMH-296RE=956.18IE=952.10 (N)IE=952.10 (W)CBMH-152RE=955.57IE=951.72 (W)CBMH-151RE=955.57IE=950.06 (N)IE=951.63 (E)IE=950.06 (S)CBMH-261RE=955.53IE=951.69 (N)IE=951.69 (E)CBMH-181RE=955.32IE=951.82 (SW)CBMH-272RE=955.23IE=951.14 (N)IE=951.46 (E)IE=950.94 (W)CBMH-271RE=955.23IE=951.23 (S)OCS-212RE=955.22IE=949.00 (NW)IE=950.00 (S)CBMH-150RE=955.21IE=950.30 (N)IE=950.30 (E)CBMH-149RE=955.20IE=950.37 (N)IE=950.37 (S)CBMH-416RE=955.14IE=950.09 (N)IE=951.16 (W)IE=950.09 (S)CBMH-220RE=955.10IE=951.10 (S)CBMH-415RE=955.10IE=951.25 (E)CBMH-223RE=955.09IE=950.68 (N)IE=950.68 (S)STMH-238RE=955.08IE=950.11 (E)IE=950.11 (SW)CBMH-242RE=954.98IE=951.48 (W)24" FES-2409.2 CU YD CLASS III RIPRAPIE=950.0021" FES-2667.1 CU YD CLASS III RIPRAPIE=950.0024" FES-2169.2 CU YD CLASS III RIPRAPIE=949.02FES-288RE=947.93IE=946.10 (S)24" FES-211IE=947.00 (SE)WETLAND IMPACT 18,447 SQ.FT.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA50.000002'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....Common Ground AllianceCall 48 Hours before digging:811 or call811.comEXISTINGPROPOSEDGRADING 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 CONTROLRSCEXISTINGPROPOSEDGRADING 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 CONTROLRSCN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP02.DWG309PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANS89101112REDUNDANT SEDIMENT PERIMETER CONTROL (TYP.)SILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.) D STREET NE73RD STREEETTTESMHEFFE=965.38FFE=965.40FFE=966.16FFE=966.06XXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POH POH POHWATWATWATWATWATWATPOHPOH SANSANSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWATWATWATWATWATWATWATWATWATWATW960960970980954954956958962962964964966968972974 976978 982982 984984954 956956954954954956958952952952 96095695896296496696096096296096095895896056958234567812161718192021222312456789101112131415161718123416171819121201918171615141234567891011121314151617183678945OUTLOT B1112131415 161718 199101112131415164 5 60123456789101112130123456LARGE AVENUE NELANNON AVE NUE NE LANNON AVENUE NE 73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NELA N 964.5962.0SE(1)965.2965.8963.3SE(1)966.5964.5961.3SE964.5960.6957.4SE960.6950950 960 960960960960960960960 960960960960960960960 970970 970970980980952952952952952952952952952952 9549549549549549549549549549549549549 54 95495495454954954954954954954954956956956956956956956566956956956956956956956956956956956956956956956 88958 958958958958 958958958958 962962962962962962962 962962 962 962962962964964 964964964964964966966966 96696696968 968 968968972972974974976976 978978982982984984 POST-SF PO ST POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFWETLANDOUTLET=954.5HWL=956.0PONDOUTLET=955.3HWL=958.0BOT=945.0EX. CBRE=958.0970.0966.8SE970.0969.6966.4SE969.6968.0964.8SE968.0965.0961.8SE965.0964.0960.8SE964.0966.5963.3SE966.5962.5959.3SE962.5970.0966.8SE970.0969.2966.0SE969.2963.0959.8SE963.0967.5966.6963.4SE966.6965.2962.0SE965.2965.5962.3SE965.5965.2962.0SE965.2964.7962.2SE(1)965.4966.0962.8SEWO962.8965.5962.3SEWO962.3965.0961.8SEWO961.8964.1960.9SEWO960.9964.0960.8SEWO960.8964.6961.4SEWO961.4964.0960.8SEWO960.8962.1958.9SE962.1961.5958.3SE961.5961.1957.9SE961.1960.8957.6SE960.8960.8957.6SE960.8961.5958.3SE961.5961.8958.6SE961.8960.8957.6SE960.8960.5957.3SE960.5961.0957.8SE961.0961.5958.3SEWO958.3962.0958.8SEWO958.8963.0959.8SEWO959.8963.0959.8SE963.061.258.7WO(1)58.7962.1958.9SEWO958.9961.8958.6SEWO958.6959.5 956.3 SE 959.5 960.0 956.8 SE 960.0965961S96964.5961.3SEWO961.3963.5960.3SEWO960.3964.0960.8SEWO 960.8 963.2960.0SEWO960.0963.0959.8SEWO959.8963.0959.8SEWO959.8963.0960.5SE(1)963.7966.5963.3SEWO963.3966.5963.3SEWO963.3966.5963.3SEWO963.3966.5963.3SEWO963.3966.0962.8SEWO962.8959.7957.2SE(1)960.4960.5957.3SE960.5960.5957.3SE960.5 9960.4957.2SE 960.4960.7957.5SE 960.7961.5958.3SE961.5962.7959.5SE962.7959.5956.3 SE 959.5 959.7956.5 SE 959.7 960.0956.8 SE 960.0957.2SOG(2)958.5955.5SOG(2)956.862.262.859.163.576.376.961.562.760.659.360.351.253.253.854.175.858.0952954956958960958960962962964 960964962964968972976978968970968 970974946954958956958956956 958958956956958958956958958958 962960958960 960958 962960964966964962960958956954946956958958956954958 960964962964962960960958 9569589609629589608.1%8.6%5.0%5.0%5.1%6.0%6.7%8.2%7.3%6.7%6.5%6.5%7.4%4.3%7.0%8.5%8.5%7.0%6.5%6.6%5.2%5.1%6.8%7.0%7.2%7.8%6.5%8.0%7.7%7.3%6.5%5.5%7.7%8.5%8.1%5.3%5.9%6.9%7.0%6.7%7.9%8.4%9.0%8.5%9.5%7.7%7.0%7.6%6.7%6.3%7.7%8.0%7.1%6.4%6.9%7.3%7.1%6.7%6.6%6.5%7.1%6.0%7.6%8.4%6.8%7.1%7.6%8.5%6.2%6.2%964964962964964964964964964964964966 968968966964966964962962964962962960960960960960960960960960960960960958958958962960960940944948950954952958960958956956 958 954 952 950 9960 958958 958956962960960958 9 6 958 958 958958958 960962 960 960 960SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSF SFSFSFSFSFSCRSCRSC RSCRSCRSCRSCRSCRSC 59.859.459.058.859.159.459.860.261.763.164.464.063.563.162.662.261.9 64.363.963.563.062.662.268.168.463.262.962.461.961.561.160.864.6 64.864.964.864.4 59.058.658.258.058.157.757.758.259.760.361.262.664.065.566.968.268.360.760.359.959.559.158.558.859.460.463.254.357.658.959.257.956.557.857.358.659.758.559.758.557.357.056.9 59.561.961.661.462.762.063.263.564.865.266.155.955.755.055.856.057.358.458.858.157.1 58.057.658.058.157.857.957.958.063.054.054.154.054.057.454.1 57.354.159.9HP60.0HP60.0EOF58.0LP55.358.055.960.057.6HP61.458.858.958.962.0LP55.0957.13LP56.5EOF57.8LP56.965.2LP57.6EOF59.761.262.3 61.0EOF59.354.360.760.755.7LP58.1EOF62.065.862.6 LP62.0LP61.4EOF63.0HP63.8LP56.0EOF58.2960.83EOF68.3EOF57.063.0 SSTOSTOSTOSTOSTOSTOSTOSTOSTO 1112131415 161718 199101112131415164 5 60123456789101112130123456LP 14+73.77ELEV 960.47HP 19+00.00ELEV 962.84LP 11+51.83ELEV 960.18HP 16+32.51ELEV 968.08LP 4+58.87ELEV 957.35LP 6+31.92ELEV 958.40HP 12+04.95ELEV 964.67LP 5+35.79 ELEV 961.5 0 0.70%0.70%1.43%1.00%1.00%5.00%5.00%3.00%0.60%0.60%0.60%0.60%2.51%2.51%0.80%0.80%0.80%0.80%0.81%2.00%1.86%1.86%0.79%0 .6 0 %2 .0 5 %2 .0 5 %3 .2 0 %0.60%0.60%0 .6 3 % 0 .6 2 %CBMH-309RE=963.47IE=959.53 (N)IE=959.53 (E)CBMH-308RE=963.47IE=959.62 (S)CBMH-332RE=963.12IE=953.48 (W)IE=953.48 (S)CBMH-330RE=963.12IE=953.57 (W)IE=953.57 (E)CBMH-311RE=962.61IE=959.11 (W)IE=959.11 (E)CBMH-318RE=962.32IE=957.14 (W)IE=957.14 (S)CBMH-315RE=962.00IE=958.00 (E)STMH-320RE=961.61IE=956.77 (N)IE=956.86 (W)IE=956.77 (SE)CBMH-316RE=961.43IE=957.57 (W)IE=957.57 (E)CBMH-323RE=961.16IE=956.64 (NW)IE=956.64 (SE)CBMH-313RE=961.00IE=958.24 (W)IE=957.04 (N)IE=957.04 (E)CBMH-326RE=960.98IE=957.13 (S)STMH-254RE=960.70IE=952.27 (E)IE=952.34 (N)IE=951.24 (W)IE=951.24 (S)CBMH-302RE=960.62IE=955.60 (SE)IE=956.46 (NW)IE=955.60 (NE)CBMH-328RE=960.62IE=955.57 (SW)IE=955.57 (NE)CBMH-158RE=959.97IE=956.11 (SW)CBMH-157RE=959.96IE=956.02 (NE)IE=956.02 (NW)CBMH-252RE=959.89IE=952.59 (E)IE=952.59 (W)CBMH-165RE=959.62IE=955.77 (E)CBMH-166RE=959.62IE=955.68 (W)IE=952.75 (N)IE=952.75 (S)CBMH-250RE=959.42IE=952.87 (N)IE=952.87 (W)CBMH-248RE=959.36IE=952.96 (N)IE=952.96 (S)CBMH-268RE=959.26IE=955.43 (E)CBMH-264RE=959.23IE=950.61 (N)IE=955.34 (W)IE=950.61 (E)30" FES-30412.3 CU YD CLASS III RIPRAPIE=955.30CBMH-299RE=958.23IE=954.23 (W)STMH-234RE=958.12IE=951.85 (W)IE=954.03 (E)IE=951.85 (S)CBMH-329RE=958.10IE=954.10 (E)OCS-397RE=958.00IE=953.00 (SE)IE=955.30 (NW)CBMH-230RE=957.89IE=951.99 (N)IE=951.99 (S)CBMH-232RE=957.89IE=951.92 (N)IE=951.92 (E)CBMH-182RE=957.69IE=951.10 (NE)IE=951.10 (SW)CBMH-184RE=957.69IE=951.03 (NE)IE=951.03 (SE)CBMH-247RE=957.58IE=953.58 (S)24" FES-3999.2 CU YD CLASS III RIPRAPIE=955.00CBMH-243RE=957.17IE=950.83 (E)IE=950.83 (N)CBMH-236RE=956.97IE=951.46 (N)IE=950.65 (S)IE=950.65 (W)CBMH-306RE=956.89IE=952.89 (W)CBMH-246RE=956.83IE=950.92 (E)IE=950.92 (W)CBMH-229RE=956.50IE=952.50 (E)IE=952.50 (S)CBMH-401RE=956.00IE=952.00 (SE)CBMH-261RE=955.53IE=951.69 (N)IE=951.69 (E)CBMH-259RE=955.51IE=951.78 (NW)IE=951.78 (S)CBMH-181RE=955.32IE=951.82 (SW)STMH-238RE=955.08IE=950.11 (E)IE=950.11 (SW)CBMH-242RE=954.98IE=951.48 (W)24" FES-396IE=952.5024" FES-2409.2 CU YD CLASS III RIPRAPIE=950.0021" FES-2667.1 CU YD CLASS III RIPRAPIE=950.00CBMH-404RE=952.10IE=948.16 (N)IE=948.16 (E)CBMH-EX69BRE=952.28IE=948.06 (W)WETLAND IMPACT 18,447 SQ.FT.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA50.000002'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....Common Ground AllianceCall 48 Hours before digging:811 or call811.comEXISTINGPROPOSEDGRADING 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 CONTROLRSCEXISTINGPROPOSEDGRADING 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 CONTROLRSCN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP02.DWG3010PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANS89101112REDUNDANT SEDIMENTPERIMETER CONTROL (TYP.)SILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)WETLAND BUFFER (TYP.)WETLAND LINE (TYP.) STREET NE74TH STREE73RD STREETSSXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXX HSANSANSANSANSANSANSTOSTOWATWATWATWATWATWATWATWATWAT960970980962962 962964966968972974976978982982 98498495495960 960954956956958958 970964 9669689569589529549569541234561234123456789101112131415161712345678910111213141516171819202122232425262728291212345671830134565OUTLOT B18 1920212215161718192021222324252627282930313233343523456012345673RD STREET NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NE73RD STREET NELARGE AVENUE NE964.6961.4SE964.6964.5962.0SE(1)965.2960960960960960960 9709709970970 970980980952952952952952952952952952952952952954954954954954954954954 954954954954954954954954954954954954954954 956956956956956956956 956 958958958958958 958958958962962962962962962962 962964964964964 96496496496496496496496496496696696696696696696696696696896896896896897972974974976976 978978982982984984POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFWETLANDOUTLET=954.5HWL=956.0OUTLET=952.9HWL=954.5PONDOUTLET=955.3964.0960.8SE964.0965.7962.5SEWO962.5966.2963.0SEWO963.0966.8963.6SEWO963.6967.2964.0SEWO964.0967.7964.5SE967.7968.3965.1SE968.3968.4965.2SE968.4967.8964.6SE967.8966.9963.7SE966.9965.8962.6SE965.8965.0961.8SE965.0964.2961.0SE964.2963.5960.3SE963.5963.0959.8SE963.0963.4960.2SE963.4956.0SOG956.0959.8956.6SEWO956.6963.9960.7SEWO960.7963.3960.1SEWO960.1962.5959.3SEWO959.3964.5961.3SEWO961.3964.5961.3SEWO961.3963.8960.6SEWO960.6963.3960.1SEWO960.1963.5960.3SEWO960.3963.2960.0SEWO960.0963.7960.5SEWO960.5964.0960.8SEWO964.4961.2SEWO964.8961.6SEWO965.2962.0SEWO962964.2961.0SEWO961.0964.6961.4SEWO961.4969.8966.6SE969.8970.0966.8SE970.0969.6966.4SE969.68.04.8E8.0970.0966.8SE970.0970.0966.8SE970.0969.2966.0SE969.2966.5963.3SE966.5965.0961.8SE965.0965.0961.8 SE 965.0 965.5962.3SE965.5966.0962.8SE966.0967.5964.3SE967.5966.6963.4SE966.6965.2962.0SE965.2965.5962.3SE965.5965.2962.0SE965.2964.7962.2SE(1)965.4963.7960.5SE963.7964.3961.1SE964.3965.0961.8SE965.0965.0961.8SE965.0963.5960.3SEWO960.3964.5961.3SEWO961.3964.0960.8SEWO960.8964.5961.3SEWO961.3963.5960.3SEWO960.3964.0960.8SEWO 960.8 960957.2SOG(2)958.5955.5SOG(2)956.8POST-SF POST-SFPOST-SFPOST-SF76.376.970.668.268.853.253.453.854.171.275.852.465.373.2972976978968970968 970974968972966966964966962966960962964966968968962960958956960958 9629600960 958956 958956960958956958 956954954956958954954954954946954958956958956956 958958956956958958956958962960956958958960958960 960958 9669689669669669649649669669649629629629649666.5%6.5%6.4%6.6%6.3%6.9%6.3%6.9%5.8%6.1%6.1%5.4%6.0%6.4%6.9%7.6%7.4%6.3%8.1%8.6%5.9%5.9%5.8%5.0%5.0%5.1%9.0%8.5%9.5%7.7%7.0%7.6%6.7%6.3%7.7%7.4%7.7%7.2%6.1%6.0%9.4%6.2%6.3%6.7%6.4%6.5%6.6%6.8%6.4%6.4%5.8%6.3%6.8%6.5%5.8%5.9%6.5%6.8%5.9%7.0%8.5%7.3%7.6%8.5%6.2%7.0%966964964962960962962962964962962962964964964964964964 964964962964964964964964964964964966 968968966966968966964RSCRSCRSCRSCRSCRSC RSC RSC RSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC SF SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SFSFF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 64.363.963.563.062.662.268.168.465.564.263.863.663.666.365.664.663.762.863.062.662.162.161.761.561.860.561.762.162.662.863.163.262.762.061.259.555.962.162.763.262.962.466.968.268.363.263.062.762.462.154.363.4 63.8 63.9 64.464.965.465.866.462.262.553.263.557.158.057.657.657.055.555.655.955.654.954.054.065.564.363.462.561.560.459.360.660.559.861.561.362.662.863.161.961.661.462.762.063.263.564.865.266.158.157.857.957.957.356.361.158.063.061.562.758.055.962.3 67.9LP66.167.767.065.165 8 62.6 67.362.8LP62.0LP61.4EOF63.0HP63.8EOF63.7LP59.8LP59.3EOF60.6EOF61.3EOF68.3954 9549542.85'954954SSSTOSTOSTOSTOSTOSTOSTO 18 1920212215161718192021222324252627282930313233343523456HP 19+00.00ELEV 962.84LP 21+68.32ELEV 961.41HP 16+32.51ELEV 968.08LP 25+51.09ELEV 961.15HP 28+75.56ELEV 962.89LP 4+99.61ELEV 963.24LP 5+35.79 ELEV 961.5 0 0.70%1.43%2.38%2.38%1.20%1.20%0.97%1.86%0.79%0.79%0.60%0.60%1.17%1.17%2.98%2.98%1.50%1.50%1.00%0.60%0.60%0.60%3.04%CBMH-343RE=969.85IE=963.08 (S)IE=963.08 (E)CBMH-360RE=967.23IE=962.69 (W)IE=963.41 (N)IE=962.69 (E)CBMH-359RE=967.22IE=963.50 (S)STMH-339RE=966.63IE=957.69 (E)IE=962.51 (W)IE=957.49 (N)CBMH-342RE=966.07IE=963.21 (N)CBMH-345RE=964.99IE=956.80 (S)IE=956.80 (N)CBMH-337RE=964.70IE=958.13 (E)IE=958.13 (W)CBMH-353RE=964.48IE=956.59 (S)IE=960.64 (NW)IE=956.59 (NE)CBMH-354RE=964.47IE=960.73 (SE)CBMH-347RE=963.83IE=956.20 (SW)IE=956.20 (NE)CBMH-308RE=963.47IE=959.62 (S)CBMH-349RE=963.04IE=955.73 (SW)IE=955.73 (N)CBMH-362RE=963.00IE=955.60 (S)IE=955.60 (NW)CBMH-335RE=962.85IE=958.75 (N)IE=958.75 (W)CBMH-169RE=962.75IE=958.89 (S)CBMH-318RE=962.32IE=957.14 (W)IE=957.14 (S)STMH-366RE=962.29IE=956.54 (SW)IE=955.67 (SE)IE=955.36 (NW)CBMH-315RE=962.00IE=958.00 (E)CBMH-368RE=961.67IE=954.95 (SE)IE=954.95 (NW)STMH-320RE=961.61IE=956.77 (N)CBMH-316RE=961.43IE=957.57 (W)IE=957.57 (E)CBMH-326RE=960.98IE=957.13 (S)CBMH-159RE=960.82IE=956.76 (SE)IE=956.76 (NE)CBMH-160RE=960.82IE=956.85 (NW)CBMH-377RE=960.65IE=954.81 (SW)IE=954.81 (SE)CBMH-370RE=960.64IE=954.31 (SE)IE=954.76 (NW)IE=954.31 (NE)CBMH-382RE=960.64IE=954.26 (SW)IE=954.26 (NE)CBMH-383RE=960.47IE=956.47 (SW)CBMH-384RE=960.46IE=956.38 (NE)IE=956.38 (NW)CBMH-380RE=959.77IE=955.77 (NW)STMH-351RE=959.62IE=954.62 (SE)IE=954.42 (W)CBMH-376RE=959.30IE=955.33 (SE)IE=955.33 (NE)30" FES-30412.3 CU YD CLASS III RIPRAPIE=955.3018" FES-387IE=954.50 (N)STMH-424RE=958.06IE=954.43 (S)IE=954.43 (NE)OCS-397RE=958.00IE=953.00 (SE)IE=955.30 (NW)24" FES-3999.2 CU YD CLASS III RIPRAPIE=955.0018" FES-3886.4 CU YD CLASS III RIPRAPIE=953.8018" FES-411IE=952.90 (E)24" FES-396IE=952.5018" FES-4126.4 CU YD CLASS III RIPRAPIE=952.70CBMH-404RE=952.10IE=948.16 (N)IE=948.16 (E)CBMH-403RE=952.10IE=948.25 (S)CBMH-EX69BRE=952.28IE=948.06 (W)18" FES-4096.4 CU YD CLASS III RIPRAPIE=953.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA50.000002'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....Common Ground AllianceCall 48 Hours before digging:811 or call811.comEXISTINGPROPOSEDGRADING 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 CONTROLRSCEXISTINGPROPOSEDGRADING 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 CONTROLRSCN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP02.DWG3011PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANS89101112WETLAND IMPACT5,420 SQ.FT.SILT FENCE (TYP.)REDUNDANT SEDIMENTPERIMETER CONTROL(TYP.)INLET SEDIMENT CONTROL (TYP.)WETLAND BUFFER (TYP.)WETLAND LINE (TYP.)WETLAND BUFFER (TYP.)WETLAND LINE (TYP.) 74TH STRELANNON AVE NESSXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXXSANSANSANSANSANSANSANSANSAN STOSTO STOSTO WATWATWATWATWATWAT 960962962 962964966960960954954956956958954960 960954956956958958 960970958962964966968958958954 956956958954954956956123412345678910111213345678910125OUTLOT A202122232425262728LARGE AVENUE NE964.6961.4SEPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF960960960960960 970 970952954954954954954954 954956956 958958958958962962962962962962962962962962962964 964964964964964 964964964964964964964966966966966966966968968WETLAND 3OUTLET=952.9HWL=954.5POND 2OUTLET=954.0HWL=956.7BOT=944.0964.0960.8SE964.0965.7962.5SEWO962.5966.2963.0SEWO963.0966.8963.6SEWO963.6967.2964.0SEWO964.0966.9963.7SE966.9965.8962.6SE965.8965.0961.8SE965.0964.2961.0SE964.2963.5960.3SE963.5963.0959.8SE963.0963.4960.2SE963.4964961.3SEWO961.3964.5961.3SEWO961.3963.8960.6SEWO960.6963.3960.1SEWO960.1963.5960.3SEWO960.3963.2960.0SEWO960.0963.7960.5SEWO960.5964.0960.8SEWO960.8964.4961.2SEWO961.2964.8961.6SEWO961.6965.2962.0SEWO962.0964.2961.0SEWO961.0964.6961.4SEWO961.4966.5POST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOST-SFPOST-SF POST-SF POST-SFPOST-SFPOST-SFPOND 1OUTLET=954.0HWL=956.7BOT=944.0WETLAND 1OUTLET=957.5HWL=957.168.268.865.3964966962966960962964966968968962960958956960958 962958956958958956958 956958960960960960958958960958960 958956 958956960958956954954954954956954956956954954956958958956944954956958958956954960958956954946944 946948 950952954956956956 9569569669669649649669669649629629629649666.5%6.5%6.4%6.6%6.3%6.9%6.3%6.9%5.8%6.1%6.1%5.4%6.2%6.3%6.7%6.4%6.4%5.8%6.3%6.8%6.5%5.8%5.9%6.5%6.8%964964962960962962WETLAND 2AOUTLET=953.1HWL=955.5RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSC RSC RSCRSCRSCRSCRSCRSCRSCRSCRSC RSC RSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSC RSCRSC RSCSFSFSFSF SF SF SFSFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF65.664.663.762.863.062.662.162.161.761.561.860.561.762.162.662.863.163.263.4 63.8 63.9 64.464.965.465.862.262.557.158.057.657.657.657.657.657.657.657.055.555.655.955.654.963.462.561.560.459.360.68LP59.358.158.9 58.9 EOFEOF61.3954 954954956954 2.85'8.99'954954954SSSANSANSANSANSAN 202122232425262728LP 25+51.09ELEV 961.15HP 28+75.56ELEV 962.890.79%0.60%0.60%CBMH-345RE=964.99CBMH-353RE=964.48IE=956.59 (S)IE=960.64 (NW)IE=956.59 (NE)CBMH-354RE=964.47IE=960.73 (SE)CBMH-347RE=963.83IE=956.20 (SW)IE=956.20 (NE)CBMH-349RE=963.04IE=955.73 (SW)IE=955.73 (N)CBMH-362RE=963.00IE=955.60 (S)IE=955.60 (NW)STMH-366RE=962.29IE=956.54 (SW)IE=955.67 (SE)IE 955 36 (NW)CBMH-368RE=961.67IE=954.95 (SE)IE=954.95 (NW)CBMH-377RE=960.65IE=954.81 (SW)IE=954.81 (SE)CBMH-370RE=960.64IE=954.31 (SE)IE=954.76 (NW)IE=954.31 (NE)CBMH-382RE=960.64IE=954.26 (SW)IE=954.26 (NE)STMH-351RE=959.62IE=954.62 (SE)IE=954.42 (W)CBMH-376RE=959.30IE=955.33 (SE)IE=955.33 (NE)STMH-418RE=958.09IE=950.50 (SW)IE=950.50 (E)OCS-392RE=957.49IE=951.50 (SW)IE=954.00 (E)18" FES-3946.4 CU YD CLASS III RIPRAPIE=953.8021" FES-3637.1 CU YD CLASS III RIPRAPIE=954.0018" FES-3746.4 CU YD CLASS III RIPRAPIE=954.0018" FES-4206.4 CU YD CLASS III RIPRAPIE=950.5018" FES-417IE=950.50 (NE)18" FES-391IE=951.00 (NE)18" FES-4096.4 CU YD CLASS III RIPRAPIE=953.0018" FES-408IE=953.10 (SE)SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA50.000001'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....Common Ground AllianceCall 48 Hours before digging:811 or call811.comEXISTINGPROPOSEDGRADING 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 CONTROLRSCEXISTINGPROPOSEDGRADING 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 CONTROLRSCN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-GDP02.DWG3012PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANS89101112REDUNDANT SEDIMENT PERIMETER CONTROL (TYP.)SILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)WETLAND BUFFER (TYP.)WETLAND LINE(TYP.) 78232425261231011123456789101112131415161718199102021221112411OUTLOT D012345670123456012012345678902728LARGE AVENUE NELARGE AVENUE NELANNON AVENUE NELANNON AVENUE NE71ST STREET NE72ND STREET NE72ND STREET NE70TH STREET NE70TH STREET NELARGE AVENUE NET15057947.54USTFC 24 IN RCPT15060948.70USTFC TOP OF 24 IN RCP ... INVERT BURIEDTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASRE=958.30IE=948.05 (STUB EASANSANRE=953.32IE=939.52 (N 8" RCP)IE=939.57 (E 8" RCP)RE=952.22IE=939.07 (S 8" RCP)IE=939.02 (NW 8" RCPSANSANSANSANSANSAN SAN SAN SAN STOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WATWATWATWATWATWAT WAT WAT WAT WATWATWATWATWATSTOSTOSSSANSSSSANSANSANSTO STOSTOWETLAND 8OUTLET=946.0HWL=948.8FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8WETLANDHWL=949.9EOF=952.0(MART. FARMS 6TH)EX. OEHWBER(MAEX. PONDOUTLET=949.2HWL=951.8BOT=942.0FILTRATION 9BOT=947.0OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8NURP CELLBOT=938.5OUTLET=948.5HWL=951.8WETLAND 18OUTLET=944.1HWL=948.6LOW POINT 13HWL=948.9CONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERREMOVE PLUG &CONNECT TO EX WMREMOVE & SALVAGETEMP. HYDRANTCONNECT TO EX WM 8" SAN SWR8" DIP WMMH-88RE=954.10IE=942.05 (NE)IE=942.05 (W)MH-91RE=954.67IE=942.52 (NE)IE=942.52 (SW)EX. MH-3RE=???MH-86RE=955.22IE=943.13 (N)IE=943.12 (SW)MH-178RE=956.35IE=944.30 (S)MH-85RE=956.71IE=940.63 (E)IE=940.63 (N) 8" SAN SWR 8" SAN SWRMH-100RE=956.06IE=941.63 (E)IE=941.63 (W)MH-98RE=957.21IE=942.40 (E)IE=942.40 (W)MH-96RE=957.90IE=942.95 (E)IE=942.95 (N)IE=942.95 (W)MH-95RE=955.80IE=943.93 (E)IE=943.93 (W)MH-80RE=956.67IE=944.51 (S)IE=944.51 (W) 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWRMH-115RE=956.31IE=944.45 (N)GV (TYP.)GV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)MH-82RE=957.71IE=945.19 (S)IE=945.19 (N)MH-68RE=958.35IE=945.60 (SW)IE=945.60 (E)IE=945.60 (N)MH-70RE=957.47IE=945.87 (E)IE=945.87 (W)MH-133RE=957.98IE=946.29 (W)MH-67RE=958.38IE=946.27 (NE)8" DIP WM8" DIP WM8" DIP WM 8" DIP WM8" DIP WM 8" SAN SWR 8" SAN SWR 8" SAN SWRHYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-UTP02.DWG3013PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY UTILITYPLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTREMOVE FES ANDCONNECT TO EX.STORM SEWERADJUST MH TO STANDARDPLATE NO. 309 78123456710121314151617181920212223241234567891011121314151617181911109876543212120191817161514131289101112131415161778910489OUTLOT C789101112131415 567891011121301234567012 3 4 5 6012345678910111213LARGE AVENUE NELARGE AVENUE NELANNON AVENUE NE 73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NELANGLE Y A V E N U E NE TTTTTWATWATWATWATWATWATSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWATWATWATWATWATWATWATWATWATWATRE=954.02IE=937.52 (E 8" RCP)IE=937.42 (W 8" RCP)SPOND 5OUTLET=950.0HWL=953.6BOT=940.0WETLANDHWL=949.9EOF=952.0(MART. FARMS 6TH)EX. OEHWBER(MACONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTIONCONNECT TO EX. 8" SANITARY SEWERREMOVE BENDS ANDCONNECT TO EX 16" WM16" DIP WM 8" SAN SWR 8" SAN SWR16" DIP WMMH-64RE=960.98IE=938.61 (N)IE=938.51 (E)IE=938.51 (S)IE=938.51 (W)MH-112RE=960.59IE=938.79 (E)IE=938.79 (W)MH-178RE=956.35IE=944.30 (S)MH-85RE=956.71IE=940.63 (E)IE=940.63 (N) 8" SAN SWR 8" SAN SWRMH-100RE=956.06IE=941.63 (E)IE=941.63 (W)MH-98RE=957.21IE=942.40 (E)IE=942 40 (W)MH-96 8" SAN SWR 8" SAN SWRMH-115RE=956.31IE=944.45 (N)MH-118RE=956.96IE=943.53 (S)IE=943.53 (NW)MH-116RE=958.69IE=942.43 (SE)IE=942.43 (N)MH-106RE=961.49IE=942.22 (N)IE=941.72 (S)IE=941.72 (W)MH-105RE=962.15IE=942.34 (E)IE=942.34 (NW)IE=942.34 (S)MH-422RE=964.67IE=952.62 (W)MH-136RE=960.50IE=948.45 (NW)IE=948.45 (SE) 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR8" DIP WMMH-110RE=959.31IE=939.64 (E)IE=939.64 (W)MH-108RE=958.49IE=940.48 (E)IE=940.48 (W) 8" SAN SWR 8" SAN SWR 8" SAN SWR MH-123RE=957.95IE=945.25 (S)MH-126RE=957.36IE=944.73 (N)IE=944.73 (SE)MH-127RE=958.31IE=944.08 (NW)IE=944.08 (S)MH-128RE=958.97IE=943.62 (N)IE=943.62 (S)MH-130RE=958.50IE=943.30 (N)IE=943.30 (S)MH-94RE=958.68IE=939.66 (S)IE=939.66 (N)GV (TYP.)GV (TYP.)GV (TYP.)GV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)8" DIP WM8" DIP WM8" DIP WM8" DIP WM 8" DIP WM CONNECT TO EXISTING16" WATER MAINWITH BEND, 16" VALVETO BE INSTALLED EASTOF BENDREMOVE EXISTING 16"WATER MAINREMOVE EXISTING 16"WATER MAINEX 16" DIP WMEX 16" DIP WMEX 16" DIP WMREMOVE ANDSALVAGE EXHYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)16"x16" CROSS16"x8" REDUCERS NORTHAND SOUTH OF CROSSEXISTING WATERMAIN EASEMENTHYD. W/ AUX.VALVE (TYP.)N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-UTP02.DWG3014PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY UTILITYPLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT 4561234567121314151617123910111213141516171819202122232425262728291212345678910111212345678910111213141517181830345675OUTLOT B15161718 192021221314151617181920282930313233343511120123456012345673RD STREET NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELANNON AVENUE NE 73RD STREET NENUE NETRE=952.42IE=937.47 (E 8" RCP)SANSANSANSTOSTOWATWATWAWATWATSTOSTOSTOSTSTOSTO SANSANSTOSTOCONTRACTOR TO VERIFY INVERTPRIOR TO CONSTRUCTION. COREDRILL AND CONNECT TO EX. 8"SANITARY SEWERSSTOSTOSTOSTOSTOSTOSTOSTOSTOWETLANDOUTLET=954.5HWL=956.0PONDOUTLET=955.3HWL=958.0BOT=945.0EX. CBRE=958.0CONTRACTOR TO VERIFYRIM & INVERT PRIOR TOCONSTRUCTION - MANHOLEIS LIKELY BURIED CONNECT TO EX. 8"SANITARY SEWERMH-23RE=971.00IE=949.92 (E)REMOVE & SALVAGEHYDRANT CONNECT TO EX WMREMOVE PLUG &CONNECT TO EX WMMH-105MH-422RE=964.67IE=952.62 (W)MH-136RE=960.50IE=948.45 (NW)IE=948.45 (SE)MH-135RE=961.75IE=949.75 (SE)MH-52RE=962.15IE=949.10 (W)IE=949.10 (N)MH-54RE=962.83IE=948.60 (S)IE=948.60 (N)MH-56RE=962.36IE=948.14 (S)IE=948.14 (NE)MH-58RE=961.58IE=947.63 (SW)IE=947.63 (NE)MH-40RE=962.89IE=947.13 (NW)IE=947.13 (SW)IE=947.13 (SE) 8" SAN SWR 8" SAN SWR 8" SAN SWRMH-42RE=958.21IE=945.91 (NW)IE=945.91 (SE)MH-44RE=955.41IE=943.36 (NW)IE=943.36 (E) 8" SAN SWRMH-27RE=965.29IE=953.24 (NE)MH-25RE=965.61IE=953.56 (S)MH-21RE=966.96IE=950.62 (E)IE=950.62 (N)IE=950.62 (S)IE=950.62 (W) 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWRMH-20RE=965.18IE=951.17 (E)IE=951.17 (W)MH-19RE=963.40IE=951.77 (W) 8" SAN SW SAN SWRMH-63RE=964.00IE=951.00 (S)MH-61RE=965.94IE=953.94 (N)MH-48RE=963.89IE=951.84 (E)MH-49RE=963.12IE=951.20 (W)IE=951.10 (E)MH-50RE=961.52IE=949.47 (W)IE=949.47 (E) 8" SAN SWR 8" SAN SWR GV (TYP.)GV (TYP.)GV (TYP.)GV (TYP.)GV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WMCONNECT TO EXISTING16" WATER MAINWITH BEND, 16" VALVEHYD. W/ AUX.VALVE (TYP.)VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)16"x16" CROSS16"x8" REDUCERS NORTHAND SOUTH OF CROSSINSTALL SALVAGEDHYDRANTHYD. W/ AUX.VALVE (TYP.)N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-UTP02.DWG3015PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY UTILITYPLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT 1234512345678910111213142345678910112930125OUTLOT A2220212223242526272829LARGE AVENUE NERE=954.05IE=940.50 (N 8" RCP)IE=940.55 (S 8" RCP)SANSANSANSANSAN RE=954.20IE=937.80 (W 8" RCIE=937.75 (E 8" RCPSANSANSTOSTO STOSTO WATWATWATWATWATWAT SSSANSANSANSAN WETLAND 3OUTLET=952.9HWL=954.5POND 2OUTLET=954.0HWL=956.7BOT=944.0POND 1OUTLET=954.0HWL=956.7BOT=944.0WETLAND 1OUTLET=957.5HWL=957.1WETLAND 2AOUTLET=953.1HWL=955.52.85'8.99'MH-40RE=962.89IE=947.13 (NW)IE=947.13 (SW)IE=947.13 (SE) 8" SAN SWR 8" SAN SWR 8" SAN SWRMH-38RE=962.19IE=948.31 (NW)IE=948.31 (SE)MH-36RE=961.30IE=949.25 (W)IE=949.25 (SE)MH-34RE=962.18IE=950.13 (W)IE=950.13 (E)MH-32RE=962.99IE=950.94 (W)IE=950.94 (E)MH-30RE=963.69IE=951.64 (SW)IE=951.64 (E)MH-28RE=964.56IE=952.52 (SW)IE=952.52 (NE)MH-27RE=965.29IE=953.24 (NE)MH-25RE=965.61IE=953.56 (S)GV (TYP.)GV (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)8" DIP WM8" DIP WMHYD. W/ AUX.VALVE (TYP.)HYD. W/ AUX.VALVE (TYP.)REMOVE & SALVAGE TEMP. HYDRANT,CONNECT TO EX. WATER MAININSTALL SALVAGED HYD. W/ AUX.VALVE (TYP.)GV (TYP.)GV (TYP.)8" DIP WM8" DIP WMREMOVE ANDDISPOSE OF EX.TEMP TURNAROUNDREMOVE ANDDISPOSE OF EX.TEMP TURNAROUNDREMOVE & SALVAGE TEMP. HYDRANT,CONNECT TO EX. WATER MAININSTALL SALVAGED HYD. W/ AUX.VALVE (TYP.)N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-UTP02.DWG3016PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARY UTILITYPLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDT Street 19509559609659709759809509559609659709759800+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+000.60%2.05%-3.20%-2.00%1.42%-0.61%PVI STA = 0+00.00PVI ELEV = 957.04PVI STA = 0+30.48PVI ELEV = 956.43PVI STA = 13+70.48PVI ELEV = 962.44L.P ELEV = 956.08L.P. STA = 7+28.61PVI STA = 7+28.19PVI ELEV = 955.95A.D. = 1.21%K = 74.3190.00' VCPVC = 6+83.19ELEV = 956.22PVT = 7+73.19ELEV = 956.22L.P ELEV = 958.44L.P. STA = 11+43.92PVI STA = 11+88.92PVI ELEV = 958.71A.D. = 1.45%K = 61.9090.00' VCPVC = 11+43.92ELEV = 958.44PVT = 12+33.92ELEV = 959.64L.P ELEV = 960.47L.P. STA = 14+73.77PVI STA = 14+40.00PVI ELEV = 960.22A.D. = 3.80%K = 26.0098.73' VCPVC = 13+90.63ELEV = 961.80H.P ELEV = 958.88H.P. STA = 2+34.58PVI STA = 2+16.64PVI ELEV = 959.07A.D. = -2.03%K = 44.2790.00' VCPVC = 1+71.64ELEV = 958.43PVT = 2+61.64ELEV = 958.80Street 195095596096597097598095095596096597097598014+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00 23+003.04%-0.60%0.60%GRADE BREAK STA = 22+56.41ELEV = 962.890H.P ELEV = 962.84H.P. STA = 19+00.00PVI STA = 19+00.00PVI ELEV = 962.98A.D. = -1.20%K = 75.0090.00' VCPVC = 18+55.00ELEV = 962.71PVT = 19+45.00ELEV = 962.71PVT = 14+89.37ELEV = 960.51H.P ELEV = ???H.P. STA = ???PVI STA = 22+00.00PVI ELEV = 961.18A.D. = 3.64%K = 26.0094.55' VCPVC = 21+52.72ELEV = 961.46PVT = 22+47.28ELEV = 962.61N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-SPP01.DWG3017PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYSTREET PROFILES712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... Street 29459509559609659709759809859459509559609659709759809850+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+001.86%1.00%-0.60%0.81%-2.00%PVI STA = 0+00.00PVI ELEV = 953.06PVI STA = 10+84.51PVI ELEV = 961.01L.P ELEV = 960.18L.P. STA = 11+51.83PVI STA = 11+50.00PVI ELEV = 959.70A.D. = 3.86%K = 26.00100.34' VCPVC = 10+99.83ELEV = 960.70PVT = 12+00.17ELEV = 960.63L.P ELEV = 955.61L.P. STA = 3+93.26PVI STA = 4+00.00PVI ELEV = 955.46A.D. = 1.41%K = 63.7790.00' VCPVC = 3+55.00ELEV = 955.73PVT = 4+45.00ELEV = 955.82H.P ELEV = 955.89H.P. STA = 3+11.25PVI STA = 3+00.00PVI ELEV = 956.06A.D. = -1.60%K = 56.2590.00' VCPVC = 2+55.00ELEV = 955.61PVT = 3+45.00ELEV = 955.79Street 294595095596096597097598098594595095596096597097598098514+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+00-0.79%0.60%H.P ELEV = 968.08H.P. STA = 16+32.51PVI STA = 16+14.29PVI ELEV = 968.33A.D. = -2.65%K = 34.0090.00' VCPVC = 15+69.29ELEV = 967.50PVT = 16+59.29ELEV = 967.98H.P ELEV = ???H.P. STA = ???PVI STA = 25+45.00PVI ELEV = 961.00A.D. = 1.39%K = 64.8590.00' VCPVC = 25+00.00ELEV = 961.35PVT = 25+90.00ELEV = 961.27N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-SPP01.DWG3018PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYSTREET PROFILES712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....PRELIMINARY PLANS 0000Street 294595095596096597097598098594595095596096597097598098528+00 29+00 30+0031+0032+00 33+00 34+00 35+00 36+00 37+00 37+75-1.17%-2.98%-1.50%-1.00%0.60%GRADE BREAK STA = 33+90.00ELEV = 952.490GRADE BREAK STA = 37+00.00ELEV = 951.246H.P ELEV = 962.89H.P. STA = 28+75.56PVI STA = 28+90.00PVI ELEV = 963.07A.D. = -1.77%K = 50.9490.00' VCPVC = 28+45.00ELEV = 962.80PVT = 29+35.00ELEV = 962.54H.P ELEV = 961.10H.P. STA = 30+58.47PVI STA = 31+03.47PVI ELEV = 960.58A.D. = -1.81%K = 49.6990.00' VCPVC = 30+58.47ELEV = 961.10PVT = 31+48.47ELEV = 959.24H.P ELEV = ???H.P. STA = ???PVI STA = 33+60.00PVI ELEV = 952.94A.D. = 1.48%K = 37.0054.68' VCPVC = 33+32.66ELEV = 953.75PVT = 33+87.34ELEV = 952.53H.P ELEV = ???H.P. STA = ???PVI STA = 35+84.00PVI ELEV = 950.55A.D. = 1.60%K = 37.5060.00' VCPVC = 35+54.00ELEV = 950.85PVT = 36+14.00ELEV = 950.73N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-SPP01.DWG3019PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYSTREET PROFILES712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000037'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... Street 39459509559609659709459509559609659700+001+002+002+50-0.73%2.00%PVI STA = 0+00.00PVI ELEV = 958.30PVI STA = 2+23.74PVI ELEV = 958.35L.P ELEV = 957.39L.P. STA = 1+38.53PVI STA = 1+62.00PVI ELEV = 957.12A.D. = 2.73%K = 37.00101.06' VCPVC = 1+11.47ELEV = 957.48PVT = 2+12.53ELEV = 958.13Street 49459509559609659709459509559609659700+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+00-1.36%0.60%-0.63%0.60%PVI STA = 0+00.00PVI ELEV = 956.71PVI STA = 9+71.13PVI ELEV = 956.67L.P ELEV = 955.75L.P. STA = 1+76.15PVI STA = 1+75.06PVI ELEV = 955.61A.D. = 1.23%K = 73.1990.00' VCPVC = 1+30.06ELEV = 955.89PVT = 2+20.06ELEV = 955.88L.P ELEV = 955.71L.P. STA = 7+96.94PVI STA = 7+79.42PVI ELEV = 955.53A.D. = 1.95%K = 46.0790.00' VCPVC = 7+34.42ELEV = 956.14PVT = 8+24.42ELEV = 955.80H.P ELEV = 957.91H.P. STA = 5+72.59PVI STA = 5+90.00PVI ELEV = 958.10A.D. = -1.96%K = 45.9990.00' VCPVC = 5+45.00ELEV = 957.83PVT = 6+35.00ELEV = 957.49Street 59459509559609659709759459509559609659709750+00 1+00 2+00 3+00 4+00 5+00 6+00 7+000.62%-0.63%-0.79%0.98%PVI STA = 0+00.00PVI ELEV = 957.90PVI STA = 0+14.00PVI ELEV = 957.79PVI STA = 6+65.23PVI ELEV = 958.49L.P ELEV = 957.35L.P. STA = 4+58.87PVI STA = 4+58.43PVI ELEV = 957.21A.D. = 1.25%K = 71.9090.00' VCPVC = 4+13.43ELEV = 957.49PVT = 5+03.43ELEV = 957.49H.P ELEV = 958.97H.P. STA = 1+62.02PVI STA = 1+52.36PVI ELEV = 959.14A.D. = -1.61%K = 55.9290.00' VCPVC = 1+07.36ELEV = 958.70PVT = 1+97.36ELEV = 958.86N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-SPP01.DWG3020PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYSTREET PROFILES712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000005'10' OR 5'0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS.... Street 69409459509559609659709759409459509559609659709750+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00-0.60%-0.80%1.00%0.80%0.60%2.51%5.00%3.00%PVI STA = 0+00.00PVI ELEV = 954.00PVI STA = 13+54.42PVI ELEV = 963.65PVI STA = 1+75.00PVI ELEV = 961.01L.P ELEV = 954.06L.P. STA = 0+06.06PVI STA = 0+25.47PVI ELEV = 954.25A.D. = 4.00%K = 9.7138.82' VCPVC = 0+06.06ELEV = 954.06PVT = 0+44.88ELEV = 955.23L.P ELEV = 958.40L.P. STA = 6+31.92PVI STA = 6+31.92PVI ELEV = 958.27A.D. = 1.20%K = 75.0090.00' VCPVC = 5+86.92ELEV = 958.54PVT = 6+76.92ELEV = 958.54L.P ELEV = 959.50L.P. STA = 8+37.56PVI STA = 8+82.56PVI ELEV = 959.77A.D. = 1.91%K = 47.0790.00' VCPVC = 8+37.56ELEV = 959.50PVT = 9+27.56ELEV = 960.90H.P ELEV = 964.67H.P. STA = 12+04.95PVI STA = 12+05.00PVI ELEV = 964.85A.D. = -1.60%K = 56.1990.00' VCPVC = 11+60.00ELEV = 964.49PVT = 12+50.00ELEV = 964.49H.P ELEV = 963.80H.P. STA = 10+73.58PVI STA = 10+28.58PVI ELEV = 963.44A.D. = -1.71%K = 52.5790.00' VCPVC = 9+83.58ELEV = 962.31PVT = 10+73.58ELEV = 963.80H.P ELEV = 960.67H.P. STA = 1+63.77PVI STA = 1+38.77PVI ELEV = 959.92A.D. = -2.00%K = 25.0050.00' VCPVC = 1+13.77ELEV = 958.67PVT = 1+63.77ELEV = 960.67Street 79559609659709759809859559609659709759809850+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50-0.70%1.43%PVI STA = 0+00.00PVI ELEV = 965.14PVI STA = 6+16.28PVI ELEV = 962.15L.P ELEV = 961.50L.P. STA = 5+35.79PVI STA = 5+53.51PVI ELEV = 961.25A.D. = 2.13%K = 48.90104.11' VCPVC = 5+01.46ELEV = 961.62PVT = 6+05.57ELEV = 962.00Street 89509559609659709759809859909509559609659709759809859900+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00-2.38%-1.20%0.97%PVI STA = 0+00.00PVI ELEV = 971.00PVI STA = 6+58.17PVI ELEV = 964.59L.P ELEV = 966.29L.P. STA = 2+20.00PVI STA = 1+75.00PVI ELEV = 966.83A.D. = 1.19%K = 75.8990.00' VCPVC = 1+30.00ELEV = 967.90PVT = 2+20.00ELEV = 966.29L.P ELEV = 963.24L.P. STA = 4+99.61PVI STA = 4+95.00PVI ELEV = 963.00A.D. = 2.17%K = 41.4590.00' VCPVC = 4+50.00ELEV = 963.54PVT = 5+40.00ELEV = 963.44N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-SPP01.DWG3021PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYSTREET PROFILES712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com############# OR ##0'### #### ####1" = ###02/26/24....CITY COMMENTS.... N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-DT01.DWG3022PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYDETAILS712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##02/26/24....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-DT01.DWG3023PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYDETAILS712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##02/26/24....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-DT01.DWG3024PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYDETAILS712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##02/26/24....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA N:\0037188.00\DWG\CIVIL\PRELIM\0037188.00C-DT01.DWG3025PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYDETAILS712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/245620802/26/24CHRISTIAN H. FROEMKETAMARACK LAND DEVELOPMENTPRELIMINARY PLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##02/26/24....CITY COMMENTS....SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN.T.S.17' MIN.(VARIES)3'SUITABLE BEARING SOIL(TYP.)ENGINEERED FILLEL. OF GROUND 4.5 FEETBELOW GARAGE SLABUNLESS OTHERWISE NOTED.35'30'3'GARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE22'R.O.WVARIES1.25'VARIESL ROADWAYCENGINEERED FILLN.T.S.17' MIN.(VARIES)3'SUITABLE BEARING SOIL(TYP.)ENGINEERED FILLEL. OF GROUND 0.0 FEETBELOW GARAGE SLABUNLESS OTHERWISE NOTED.35'30'3'GARAGE FLOOR EL.ENGINEERED FILLSUITABLE BEARING SOIL(TYP.)FINISHED GRADE FOR PADFINISHED GRADE AFTER HOUSE22'R.O.WVARIESVARIESL ROADWAYCENGINEERED FILLBASEMENT FLOOR (FB & SE ONLY)BASEMENT FLOORSPLIT ENTRY WALKOUT (SEWO)SPLIT ENTRY (SE)HOLD DOWN DETAILS TETTETTTTTTTSTESSTSESSSSGASGASGASGASGASGASGASGASGASWATWATSANSANSANSANSAN SAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWAT WAT WATEWATEOF56.3EOF56.3EOF56.12.85'8.99'SSSSSSSSSAN N STOSTO STOSTO 123456123456781234567812345678910111213141516171234567891011121314151617181920212223242526272829121234567891011121314151617181920212223242526123123456789101112131415161718191110987654321212019181716151413121234567891011121314151617181234567891011121314151617181991020212218301234567891011124458911OUTLOT AOUTLOT BOUTLOT COUTLOT D272873RD STREET NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELANNON AVE N UE NE LANNO N A VE N UE N E LANNON AVENUE NELANNON AVENUE NE71ST STREET NE73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NE72ND STREET NELANGLE Y A V E N U E N E 70TH STREET NE70TH STREET NELARGE AVENUE NELARGE AVENUE NECOMMON / BOTANICAL NAMESIZE ROOT SPACING O.C. MATURE SIZEDECIDUOUS TREESACCOLADE ELM / ULMUS JAPONICA X WILSONIANA 'MORTON' TM2.0" CAL. B&B AS SHOWN H 70` W 40`-50`AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.0" CAL. B&B AS SHOWN H 50` W 30`BOULEVARD AMERICAN LINDEN / TILIA AMERICANA 'BOULEVARD'2.0" CAL. B&B AS SHOWN H 50`-60` W 25`-30`FALL FIESTA MAPLE / ACER SACCHARUM 'BAILSTA'2.0" CAL. B&B AS SHOWN H 60`-75` W 50`HACKBERRY / CELTIS OCCIDENTALIS2.0" CAL. B&B AS SHOWN H 40`-60` W 40`PRINCETON ELM / ULMUS AMERICANA 'PRINCETON'2.0" CAL. B&B AS SHOWN H 60` W 40`-50`RED OAK / QUERCUS RUBRA2.0" CAL.B&BAS SHOWN H 50`-70` W 50`-70`REDMOND LINDEN / TILIA AMERICANA 'REDMOND'2.0" CAL. B&B AS SHOWN H 65`-75` W 30`-40`RIVER BIRCH / BETULA NIGRA6` HT., CLUMP B&B AS SHOWN H 40`-60` W 30`-40`SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.0" CAL. B&B AS SHOWN H 50`-60` W 40`SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.0" CAL. B&B AS SHOWN H 50` W 30`-35`SWAMP WHITE OAK / QUERCUS BICOLOR2.0" CAL. B&B AS SHOWN H 50`-60` W 50`-60`WHITE OAK / QUERCUS ALBA2.0" CAL. B&B AS SHOWN H 60`-80` W 60`-80`EVERGREEN TREESBLACK HILLS SPRUCE / PICEA GLAUCA DENSATA8` HT. B&B AS SHOWN H 30`-40` W 20`-30`CONCOLOR FIR / ABIES CONCOLOR8` HT. B&B AS SHOWN H 30`-50` W 25`-30`NORWAY SPRUCE / PICEA ABIES8` HT. B&B AS SHOWN H 60`-80` W 25`-30`PONDEROSA PINE / PINUS PONDEROSA8` HT. B&B AS SHOWN H 60`-80` W 25`-30`WHITE PINE / PINUS STROBUS8` HT. B&B AS SHOWN H 50`-80` W 30`-40`ORNAMENTAL TREESAUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'8` HT., CLUMPB&B AS SHOWNH 30`-40` W 15`-20`PRAIRIFIRE CRABAPPLE / MALUS X 'PRAIRIFIRE'1.5" CAL.B&B AS SHOWNH 15`-20` W 20`QUAKING ASPEN / POPULUS TREMULOIDES1.5" CAL. B&B AS SHOWNH 40`-60` W 20`-30`THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS8` HT., CLUMP B&B AS SHOWN H 15`-20` W 15`-20`2697102/26/24CORY MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00L-PLP01.DWG3026PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYOVERALL PRELIMINARYLANDSCAPE PLAN712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENTPRELIMINARYPLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############ OR ##0'150' 300' 450'1" = 150'02/26/24....CITY COMMENTS....TOTAL LANDSCAPE REQUIRED: 370 TREESSINGLE FAMILY RESIDENTIAL SUBDIVISION REQUIREMENTS (185 LOTS) 370 TREES* 2 DECIDUOUS SHADE TREES PER LOT MINIMUM (1 TO BE YARD TREE)SINGLE FAMILY BUFFER SCREENING SUBDIVISION REQUIREMENTS: AS SHOWNDOUBLE FRONTAGE LOTS OR CORNER LOTS ABUTTING A COLLECTOR OR ARTERIAL STREET, SHALL HAVE AN ADDITIONAL TEN FEET (10') OF DEPTH OR WIDTH TO BE OVERLAID WITH A DRAINAGE AND UTILITYEASEMENT IN ORDER TO ALLOW SPACE FOR SCREENING ALONG THE LOT LINE ABUTTING SUCH STREET RIGHTS-OF-WAY.xALL DESIGNATED BUFFER YARDS MUST BE SEEDED OR SODDED EXCEPT IN AREAS OF STEEP SLOPES WHERE NATURAL VEGETATION IS ACCEPTABLE AS APPROVED BY THE CITY ENGINEER.ALL PLANTINGS WITHIN DESIGNATED BUFFER YARDS SHALL ADHERE TO THE FOLLOWING:xPLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSER THAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE, AND SHALL NOT CONFLICT WITH PUBLIC PLANTINGS, SIDEWALKS, TRAILS, ETC.xLANDSCAPE SCREEN PLANT MATERIAL SHALL BE PLANTED IN TWO (2) OR MORE ROWS. PLANTINGS SHALL BE STAGGERED IN ROWS UNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR.xDECIDUOUS SHRUBS SHALL NOT BE PLANTED MORE THAN FOUR FEET (4') ON CENTER, AND/OR EVERGREEN SHRUBS SHALL NOT BE PLANTED MORE THAN THREE FEET (3') ON CENTER.xDECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FIFTEENFEET (15') APART.TOTAL LANDSCAPING PROVIDED: 522 TREES* OVERSTORY DECIDUOUS STREET TREES: 296 TREES* DECIDUOUS YARD TREES: 185 TREES* DECIDUOUS BUFFER TREES: 5 TREES* CONIFEROUS BUFFER TREES: 31 TREES* ORNAMENTAL TREES: 5 TREESLANDSCAPE PROVISIONSLANDSCAPE REQUIREMENTSNATIVE SEEDING LEGENDDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.7 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.3 AC)DENOTES WET MEADOWS & W SEED MIX (34-271)TOTAL AREA (1.7 AC)LANDSCAPE LEGENDOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESFUTUREDECIDUOUSTREES (BY BUILDER)BUFFEREVERGREENTREESDECIDUOUSBUFFER TREES1. TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ONCONSTRUCTED PARKING LOT, SIDEWALK, AND UTILITY LOCATIONS.2. STREET TREES SHALL BE PLANTED MIN ??' FROM BACK OF CURB OR SIDEWALK IN ALOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER, WATERCONNECTIONS, AND EASEMENTS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HASBEEN COMPLETED IN THE IMMEDIATE AREA.4. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPEAND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANYUTILITY PIPE.5. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM ASTREETLIGHT.6. NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUSTREES WITHIN 15' OF A PROPOSED SIDEWALK OR TRAIL.GENERAL NOTESPRELIMINARY LANDSCAPE SCHEDULE* ALL DISTURBEDAREAS TO BE SODDEDUNLESS NOTEDOTHERWISEDENOTES DRY PRAIRIE ROADSIDESEED MIX (35-221)TOTAL AREA (0.4 AC)ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. TETTTTTTTSTSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASPOHSANSANSANSANSAN SAN SAN STOSTOSTO STOSTOSTOSTOSTOSTOSTOSTO TOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WATWAT WATWATWATWATWAT WAT WAT TEWATWATEOF56.3EOF56.3EOF56.1SSSSSANSANSANSTO STO56782223242526123891011121098765412345678910111213141516171819910202122111248911OUTLOT D2728LARGE AVENUE LARGE AVENUE NELARGE AVENUE NELANNON AVENUE NELANNON AVENUE NE71ST STREET NE72ND STREET NE72ND STREET NE70TH STREET NE70TH STREET NELARGE AVENUE NE2697102/26/24CORY MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00L-PLP01.DWG3027PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARYLANDSCAPE712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENTPRELIMINARYPLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############ OR ##0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....NATIVE SEEDING LEGENDLANDSCAPE LEGENDOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESFUTUREDECIDUOUSTREES (BY BUILDER)BUFFEREVERGREENTREESDECIDUOUSBUFFER TREES* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISEDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.7 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.3 AC)DENOTES WET MEADOWS & W SEED MIX (34-271)TOTAL AREA (1.7 AC)DENOTES DRY PRAIRIE ROADSIDESEED MIX (35-221)TOTAL AREA (0.4 AC) TETTSEWATWATWATWATWATWATSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWATWATWATWATWATWATWATEOF56.3EOF56.3EOF56.1S781234567810121314151617181920212223242512345678910111213141516171819111098765432121201918171615141312891011121314151617567891011121314789104489OUTLOT CLARGE AVENUE NELARGE AVENUE NELANNON AVENUE NE E NE73RD STREET NE73RD STREET NELANNON COURT NE72ND STREET NE72ND STREET NELANGLE Y A VE N U E NE 2697102/26/24CORY MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00L-PLP01.DWG3028PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARYLANDSCAPE712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENTPRELIMINARYPLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############ OR ##0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....NATIVE SEEDING LEGENDLANDSCAPE LEGENDOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESFUTUREDECIDUOUSTREES (BY BUILDER)BUFFEREVERGREENTREESDECIDUOUSBUFFER TREES* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISEDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.7 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.3 AC)DENOTES WET MEADOWS & W SEED MIX (34-271)TOTAL AREA (1.7 AC)DENOTES DRY PRAIRIE ROADSIDESEED MIX (35-221)TOTAL AREA (0.4 AC) TESTESWATWATWATWATWATWATSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWATWATWATWATWATWATWATWSSSTOSTOSTOSTOSTOSTOSTO 612345678151617112131415161718192021222324252627281212345678910111213141512181919181716123456789101112131415161718183467845OUTLOT B73RD STREET NELARGE AVENUE NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELANNON AVENUE NE 73RD STREET NE73RD STREET NE73RD STREET NELANNON COURT NE2697102/26/24CORY MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00L-PLP01.DWG3029PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARYLANDSCAPE712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENTPRELIMINARYPLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############ OR ##0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....NATIVE SEEDING LEGENDLANDSCAPE LEGENDOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESFUTUREDECIDUOUSTREES (BY BUILDER)BUFFEREVERGREENTREESDECIDUOUSBUFFER TREES* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISEDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.7 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.3 AC)DENOTES WET MEADOWS & W SEED MIX (34-271)TOTAL AREA (1.7 AC)DENOTES DRY PRAIRIE ROADSIDESEED MIX (35-221)TOTAL AREA (0.4 AC) TSSSAN SANSTO STO WATWWATT 2.85'8.99'SSSAN SSTO 12345611234567891011121314151617123456789101112131415242526272829123418301245OUTLOT A73RD STREET NELARGE AVENUE NE74TH STREET NE74TH STREET NELANNON AVENUE NELARGE AVENUE NE2697102/26/24CORY MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343(888) 937-5150DATE: LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0037188.00\DWG\CIVIL\PRELIM\0037188.00L-PLP01.DWG3030PROJECT NUMBER: 0037188.00OTSEGO, MN02/26/24CHFCHFTAS© 2023 Westwood Professional Services, Inc.KURTTI PROPERTYPRELIMINARYLANDSCAPE712 VISTA BLVD #303WACONIA, MN 55387KURTTI PROPERTY01/08/24TAMARACK LAND DEVELOPMENTPRELIMINARYPLANSCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############ OR ##0'50' 100' 150'1" = 50'02/26/24....CITY COMMENTS....NATIVE SEEDING LEGENDLANDSCAPE LEGENDOVERSTORYDECIDUOUSSTREET TREESSMALLOVERSTORYTREESFUTUREDECIDUOUSTREES (BY BUILDER)BUFFEREVERGREENTREESDECIDUOUSBUFFER TREES* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISEDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.7 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (2.3 AC)DENOTES WET MEADOWS & W SEED MIX (34-271)TOTAL AREA (1.7 AC)DENOTES DRY PRAIRIE ROADSIDESEED MIX (35-221)TOTAL AREA (0.4 AC)