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ITEM 4.2ITEM 4_2 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP DATE: 3 March 2016 ACTION DATE: 17 April 2016 RE: Otsego — Lennar/Lahn; Preliminary Plat TPC FILE: 101.02 BACKGROUND Lennar Corporation has submitted plans for development of 345 single family lots on 247 acres located abutting CSAH 36 at Randolph Avenue. The proposed development requires consideration of applications for a Zoning Map amendment, PUD -CUP related to proposed lot standards, and preliminary plat approval. A declaration regarding potential environmental effects concluding an Environmental Assessment Worksheet (EAW) process is also to be considered. A public hearing has been noticed for the Planning Commission meeting on 7 March 2016 at 7:OOPM to consider the applications. Exhibits: A. Site Location B. EAW (by reference) C. Applicant Narrative dated February 16, 2016 D. Preliminary Plat (5 pages) E. Site Plan/Utility Grading Plans (North)(18 sheets) F. Site Plan/Utility Grading Plans (South)(14 sheets) G. Building Elevations (4 sheets) ANALYSIS EAW. A mandatory EAW is required for the preliminary plat per Minnesota Rules Section 4410.4300, Sudp. 19 for a residential development with more than 250 dwelling units. An EAW was prepared and published by the Environmental Quality Board on 2 December 2015 with the required comment period ending on 20 January 2016. General comments were received from Minnesota Pollution Control Agency, Minnesota Department of Health and Minnesota DNR. Pursuant to Minnesota Rules 4410.1700, in deciding whether a project has the potential for significant environmental effects the need for an Environmental Impact Statement (EIS), the following factors are to be considered: a. Type, extent and reversibility of environmental effects. b. Cumulative potential effects of related or anticipated future projects. C. The extent to which the environmental effects are subject to mitigation by ongoing public regulatory authority. d. The extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the project proposer, or of EISs previously prepared on similar projects. The proposed development is subject to review for compliance with the City's Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and Engineering Manual, as well as the other agency applications outlined in Paragraph 8 of the EAW. Compliance with these policies and performance standards will mitigate any potential significant environmental effects, which are not anticipated. City staff recommends that preparation of an EIS not be required. Zoning. The subject site is zoned A-1, Agriculture Rural Service District consistent with the Interim Land Use Plan adopted as part of the Comprehensive Plan that maintains agriculture zoning on parcels until such time as application is made for development of urban land uses guided by the Future Land Use Plan. The developer is requesting the subject site be rezoned to R-5, Residential Single and Two Family District, which allows the proposed single family lots as a permitted use. The developer is also requesting consideration of a PUD -CUP to allow for flexibility from the standard lot requirements and setbacks of the R-5 District. Evaluation of the proposed Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the criteria established in Section 20-3-2.F and 20-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is guided for low density residential uses within the East Sewer District by the 2012 Comprehensive Plan. Areas guided for low density residential uses are intended to provide for single family lots. The proposed preliminary plat i single 2 family lots with varied minimum widths between 55and 80 feet. The land use and the variety of single family lots offered within the proposed development will ensure a range of housing options consistent with the policies of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by and will be compatible with the following existing and planned land uses in the area: Direction Land Use Plan Zoning Map Existing Use North LD Residential A-1District Cultivated fields East LD Residential A-1 District Rural single family South -- -- Crow River West LD Residential R-4 District Single family Townhouse City Park City E-WWTF 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 plot will comply with all applicable requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The proposed preliminary plat is accessed by CSAH 36, desginatd as a collector street by the Northeast Wright County Transportation Plan and Randolph Avenue designated as a residential collector street by the City's Transportation Plan; each roadway will have adequate capacity to accommodate traffic generated by the development at full build -out. 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 City's East Sewer District and utility and service capacity for the proposed development is available. Access. The proposed development will have primary access from CSAH 36, which is designated as a collector street by the Northeast Wright County (NEWC) Transportation Plan and is subject to access limitations and intersection spacing as defined by Wright County. CSAH 36 has capacity for up to 12,000 vehicle trips per day in its current configuration. The 3 most recent traffic counts by MN/DoT are 850 trips per day The NEWC Transportation Plan estimates traffic on CSAH 36 in 2040 to be 8,000 trips per day based on full development of abutting properties (including the subject site). CSAH 36 has adequate capacity to serve the proposed preliminary plat. The north section of the development will have two accesses from Randolph Avenue, which is designated by the City's transportation plan as a residential collector street. Randolph Avenue is planned to extend north to 65th Street in the future upon development of the abutting parcels. The two accesses to the subject site from Randolph Avenue are aligned with existing intersections at 57th Street and 59th Street accessing the Riverplace neighborhood. A direct access to CSAH 36 from the north section of the preliminary plat is provided east of Randolph Avenue. This proposed access has been reviewed by Wright County and complies with their intersection spacing and visibility requirements. There are also two local street connections within the north section of the preliminary plat extended at the north plat line to provide for future access and neighborhood connectivity when the abutting property is developed. Road 6 will provide access to two existing developed parcels not included within the subject site on the north side of CSAH 36 for future development. The section of the preliminary plat south of CSAH 36 will initially have one direct access to CSAH 36 at Randolph Avenue. A second access to CSAH 36 east of Randolph Avenue and aligned with the intersection to the north section of the preliminary plat will be constructed when the exception parcel not included in the preliminary plat is developed. The preliminary plat includes a ghost plan illustrating extension of streets within the south section of the preliminary plat to allow for connection to this future intersection. Streets. Local streets within the preliminary plat are designed as 28 feet wide with a five foot wide sidewalk on one side within a 60 foot right-of-way consistent with the requirements of the Engineering Manual. The preliminary plat includes two cul-de-sac streets consistent with the requirements of Section 21-7-6.A of the Subdivision Ordinance to limit construction of cul-de- sacs only for areas where topography or other physical constraints warrant their use; the two cul-de-sacs within the preliminary plat meet these criteria based on wetlands. The proposed cul-de-sacs also comply with the design requirements of the Subdivision Ordinance and do not exceed a length of 500 feet and have provision of a turnaround at the termini that complies with the standards of the Engineering Manual. Lot Requirements and Setbacks. The table below outlines the lot requirements and setbacks established for lots within the R-5 District. M Lot Area Lot Width Lot Depth Setbacks Front Side Rear Wetland CSAH 36/ Randolph R-5 Interior 9,OOOsf. (net) 60ft. 100ft. 35ft. 7ft. 20ft. 40ft. 65ft. Corner 90ft. Proposed Interior 7,900sf. 55ft. 110ft. 25ft. 30ft. garage 7ft. 20ft. 40ft. 65ft. Corner 70ft. M The developer is proposing lot requirements based on their specific housing portfolio to be constructed. There are to be 30 lots with a minimum width of 55 feet (9% of total), 271 lots with a minimum width of 65 feet (78% of total), and 44 lots with a minimum width of 75 feet (13% of total). The mean and median area of the proposed 345 lots exceeds the larger minimum 12,000 square foot lot requirement of the R-4, Single Family Urban District. The developer is also requesting flexibility on setback requirements of 25 feet for the front yard and side yard of a corner lot measured to the principal building and 30 feet to the garage face, which the City has previously allowed for R-5 and R-6 District developments to make more efficient use of the smaller lot area in these districts. Single Family Dwellings. All 345 lots are to be developed within single family dwellings meeting the requirements for such uses established by the Zoning Ordinance, including the minimum 480 square foot area required for an attached garage. The developer does intend to offer elements of detached townhouse living in the form of HOA provided maintenance for the homes within the preliminary plat constructed on the 55 foot wide lots, but for zoning purposes these units are considered single family dwellings. The developer also notes that their NextGen housing products, which incorporate a secondary dwelling unit into the principal building (effectively a Mother -In -Law apartment), may be offered within the development. The R-5 District does allow for two-family dwelling units as permitted uses, but each of the lots is proposed to be developed with single family dwellings. Availability of the NextGen housing product is a unquie offering that expands housing choices and reflects changing demographics. City staff recommends the following standards be applied to any NextGen housing within the preliminary plat as part of the PUD -CUP: The design and construction of the principal building is not a two-family dwelling as defined by the Zoning Ordinance. 2. There shall be an interior connection between the main living area and accessory living quarters that is able to be unlocked from each side of the connection and that is not secured by a deadbolt or keyed lockset. The principal building shall be served by single municipal water, sanitary sewer, gas and/or electric utility service lines each with a single meter for the respective utility where applicable. 4. The principal building shall have one heating and air conditioning system. 5. The property shall have one postal address. 6. There shall be a minimum of three (3) garage stalls having direct exterior access (not in a tandem arrangement) attached to the principal building with a driveway access in front of each stall so as to allow direct vehicle maneuvering to each of the stalls. 5 Landscaping. No landscape plan has been submitted. A landscape plan will be required to be submitted with application for final plat approval. The landscape plan must provide for planting of a minimum of two shade trees per lot as required by Section 20-19-2.0 of the Zoning Ordinance. Additionally, Section 20-19-2.D requires berms and landscaping for a landscape buffer yard to be installed in the yards abutting CSAH 36 and Randolph Avenue. Park and Trail Dedication. Section 21-7-18 of the Subdivision Ordinance establishes requirements for park and trail dedication. Park land dedication requirements are based upon the net buildable area of the subject site, which exclude the area for rights-of-way for collector and arterial streets and wetlands. The developer is required by Section 21-7-18.H.1 of the Subdivision Ordinance to dedicate a minimum of 12 percent of the net buildable area of the subject site to the City for park purposes. The net area of the subject site and area to be dedicated to the City for the trail corridor south of CSAH 36 will need to be determined as part of the final plat application. The balance of the park and trail dedication requirements applicable to the proposed development will be satisfied as a percentage of the cash fee in lieu of land in accordance with the City's fee schedule at the time each phase of final platting is approved. The Future Parks and Trails Plan map adopted as part of the 2012 Comprehensive Plan identifies acquisition of the Crow River floodplain area within the section of the preliminary plat south of CSAH 36. The preliminary plat provides for Outlot J to encompass the entire Crow River floodplain with two connection points to Road 1 for access. A trail corridor through the section of the preliminary plat south of CSAH 36 from Outlot J to the intersection of CSAH 36 and Randolph Avenue, where there is an existing trail on the west side of Randolph Avenue north of CSAH 36, is provided for connectivity with the City's planned trail system. No park land credit will be provided for deeding Outlot J to the City due to the limitations of the floodplain. The developer will receive credits for land, as well as construction costs for the trail between Outlot J and CSAH 36. Three Rivers Parks District is currently developing plans for a Crow River Trail along the entire west boundary of Hennepin County, which may cross into Wright County in locations. The preferred route of the northern section of the proposed regional trail is a crossing of the Crow River at Outlot J, then following CSAH 36 north and CSAH 42 east into Dayton. City staff has met with Wright County staff and Three Rivers Parks District staff regarding planning for the Crow River Trail and this section of the corridor. The preliminary plat allows for development of the planned regional trail either within the floodplain area connecting directly to CSAH 36 or following the trail corridor within the neighborhood. It is emphasized that the Crow River Trail is in the planning stages only and no time line (or funding) for construction has been identified. The section north of CSAH 36 is within the service area of Frankfort Park to the east of Randolph Avenue based on distance and population served defined by the Comprehensive Plan. No additional land is to be acquired for public parks within the subject site north of CSAH 36. A trail corridor is provided between Road 12 and Road 5 within the section of the preliminary plat north of CSAH 36. This trail section is not identified on the City's Future Parks 0 and Trails Map and would not be dedicated to the City, but instead is to be owned and maintained by a homeowners association. Easements allowing the trail corridor (and public access) will be needed as the trail corridor is proposed within outlots containing wetlands or stormwater basins to be deeded to the City. Grading Plan. The applicant has submitted grading and drainage plans for the proposed preliminary plat, which are subject to review and approval by the City Engineer. The grading plan includes impacts to wetlands, that are subject to review by the Wetland Technical Evaluation Panel and given approval of a Wetland Impact Permit. Remaining wetlands are to be protected by a 20 foot wetland buffer required by Section 20-16-5.E.4 of the Zoning Ordinance. The wetland and wetland buffers are required to be included within an outlot and deeded to the City by Section 20-16-9.E.4.d of the Zoning Ordinance. Utility Plan. The applicant has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed single family lots. The Comprehensive Plan establishes that the City only allocates sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. The developer will be required to pay the Sewer Availability Charge and Water Availability Charge in effect at the time of final plat approval. All utility plans and issues are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all lots as required by Section 21-7-15.A of the Subdivision Ordinance. The drainage and utility easements are widened where necessary to accommodate overland stormwater drainage or stormwater utility pipes based on the grading plan. All drainage and utility easements are subject to review and approval of the City Engineer. Outlots. The proposed preliminary plat includes the following outlots: Outlots Function Ownership A Stormwater Basin/Wetland Deed to City B Stormwater Basin/Wetland Deed to City C Stormwater Basin/Wetland Deed to City D Wetland Deed to City E Stormwater Basin/Wetland Deed to City F Stormwater Basin/Wetland Deed to City G Stormwater Basin/Wetland Deed to City H Remnant Deed to abutting property owner I Stormwater Basin/Wetland Deed to City J Floodplain Deed to City K Stormwater Basin/Trail Deed to City L Stormwater Basin/Trail Deed to City M Stormwater Basin/Wetland/Trail Deed to City 7 Outlot H is a remnant that may be subdivided in the future if adjacent exception parcels are acquired and incorporated as part of the development. The layout of Road 6 provides potential access for resubdivison of two exception parcels not part of the subject site. Section 21-7-5.1 of the Subdivision Ordinance prohibits reserve strips and Section 21-7-5.0 and K of the Subdivision Ordinance requires that access be extended to adjacent properties. The one exception parcel south of Road 6 will either need to be acquired and made part of the development or Outlot H deeded to the owner of the exception parcel at the time the right-of- way for Road 6 is final platted. Phasing Plan. The developer has indicated that the proposed preliminary plat will be developed in phases. The timeline for buildout of the proposed preliminary plat will depend primarily on market factors, however the developer suggests six to 10 years is likely. A phasing plan will be required to be submitted with the final plat application. The phasing plan is not binding upon the developer, but allows the City to review street and utility connections and anticipate service needs. RECOMMENDATION The proposed preliminary plat is consistent with the Comprehensive Plan and complies with requirements of the Zoning Ordinance and Subdivision Ordinance. The flexibility requested with the PUD -CUP application regarding lot standards is appropriate for the development and consistent with the policies of the Comprehensive Plan and past practices. Our office recommends approval of the applications as outlined below. POSSIBLE MOTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 District to R-5 District based on a finding that the request is consistent with the criteria outlined in Section 20-3-2.F of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 20-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — EAW/Preliminary Plat/PUD-CUP A. Motion to recommend approval a preliminary plat, PUD -CUP and negative declaration on the need for an EIS, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. All lots within the preliminary plat shall comply with the following setbacks: Setbacks Front Side Rear Wetland CSAH 36/ Randolph 3 5 ft. 7ft. 20ft. 40ft. 65ft. 25ft. 30ft. garage 7ft. 20ft. 40ft. 65 ft. 3. NextGen dwelling units shall be allowed subject to approval of the Zoning Administrator in compliance with the following performance standards: a. The design and construction of the principal building is not a two-family dwelling as defined by the Zoning Ordinance. b. There shall be an interior connection between the main living area and accessory living quarters that is able to be unlocked from each side of the connection and that is not secured by a deadbolt or keyed lockset. C. The principal building shall be served by single municipal water, sanitary sewer, gas and/or electric utility service lines each with a single meter for the respective utility where applicable. d. The principal building shall have one heating and air conditioning system. e. The property shall have one postal address. f. There shall be a minimum of three (3) garage stalls having direct exterior access (not in a tandem arrangement) attached to the principal building with a driveway access in front of each stall so as to allow direct vehicle maneuvering to each of the stalls. 4. A landscape plan shall be submitted with application for final plat approval and provide for plantings as required by Section 20-19-2.0 and Section 20-19-2.D of the Zoning Ordinance. 5. PID 118-802-0011300 must be made part of the development or Outlot H shall be deeded to the owner of the exception parcel at the time the right-of-way for Road 6 is final platted. A 6. Outlots A, B, C, D, E, F, G, I, J, K, L, and M shall be deeded to the City. 7. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land at the time of final plat approval, less a percentage credit for land dedicated for the trail corridor south of CSAH 36 or financial credits any improvements installed by the developer. . 8. The developer shall provide a description for a publicly accessible/privately maintained trail to be constructed within Outlots A and B to be recorded with the appropriate final plat(s). 9. All grading, drainage and erosion control plans are subject to review and approval of the City Engineer. 10. All utility plans and issues are subject to review and approval of the City Engineer. 11. All drainage and utility easements are subject to review and approval of the City Engineer. 12. All public rights -of -ways and streets are subject to review and approval of the City Engineer. 13. Application for final plat approval shall include a phasing plan; the phasing plan is not binding upon the developer. 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 Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Paul Tabone, Lennar Robert Molsted, Sathre-Bergquist, Inc. 10 Lennar/Lahn Exhibit A Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/'Township Limits ❑ C ❑ t Parcels LENNAIT February 16, 2016 Mr. Daniel Licht, AICP City of Otsego RE: Lahn property preliminary plat Dear Daniel: Lennar Corporation is pleased to submit a preliminary plat application for the Lahn Property located at the intersection of Randolph Avenue and CSAH HWY 36 in Otsego, MN. As you are aware, Lennar prepared and circulated an EAW that addressed all potential environmental factors associated with development of the property. The public comment period ended on January 20th 2016. The community planned for the Lahn property consists of residential home sites varying in width from 58 feet to 80 feet. The intention is to develop the land to provide various Lennar home styles including detached townhomes and single family attached homes, as well as NextGen homes, should there be a market need. We would also request PUD flexibility to bring modified or additional home plans into the community to respond to the ever-changing marketplace. An architectural sampling of these homes is being submitted with this application. It is our intention to incorporate architectural consistency between Riverpointe and this new community regarding elevation colors, materials, and features. Lennar is implementing various goals and policies of the Growth Management, Land Use, Parks and Trails, Natural Environment, and Transportation sections of the City's Comprehensive Plan. This neighborhood includes 5,333 linear feet of trails that are interconnected with local sidewalks and 119 acres of conserved natural open spaces in the form of wetlands and a large outlot (Outlot J) along the Crow River. Outlot J consists of approximately 84 acres that will remain undisturbed along the Crow River. It is anticipated that this area can serve as a natural amenity to the community, and we would like the opportunity to discuss how we may collectively improve this area. The property is currently zoned A-1 (Agricultural) and will require a zone change in the form of a PUD to serve as the master plan of development. The PUD being requested is closest to the R-5 Zoning District and includes the following modifications from the City's Conventional Zoning Ordinance: ITEM 4_2 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP DATE: 3 March 2016 ACTION DATE: 17 April 2016 RE: Otsego — Lennar/Lahn; Preliminary Plat TPC FILE: 101.02 BACKGROUND Lennar Corporation has submitted plans for development of 345 single family lots on 247 acres located abutting CSAH 36 at Randolph Avenue. The proposed development requires consideration of applications for a Zoning Map amendment, PUD -CUP related to proposed lot standards, and preliminary plat approval. A declaration regarding potential environmental effects concluding an Environmental Assessment Worksheet (EAW) process is also to be considered. A public hearing has been noticed for the Planning Commission meeting on 7 March 2016 at 7:OOPM to consider the applications. Exhibits: A. Site Location B. EAW (by reference) C. Applicant Narrative dated February 16, 2016 D. Preliminary Plat (5 pages) E. Site Plan/Utility Grading Plans (North)(18 sheets) F. Site Plan/Utility Grading Plans (South)(14 sheets) G. Building Elevations (4 sheets) ANALYSIS EAW. A mandatory EAW is required for the preliminary plat per Minnesota Rules Section 4410.4300, Sudp. 19 for a residential development with more than 250 dwelling units. An EAW was prepared and published by the Environmental Quality Board on 2 December 2015 with the required comment period ending on 20 January 2016. General comments were received from Minnesota Pollution Control Agency, Minnesota Department of Health and Minnesota DNR. Pursuant to Minnesota Rules 4410.1700, in deciding whether a project has the potential for significant environmental effects the need for an Environmental Impact Statement (EIS), the following factors are to be considered: a. Type, extent and reversibility of environmental effects. b. Cumulative potential effects of related or anticipated future projects. C. The extent to which the environmental effects are subject to mitigation by ongoing public regulatory authority. d. The extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the project proposer, or of EISs previously prepared on similar projects. The proposed development is subject to review for compliance with the City's Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and Engineering Manual, as well as the other agency applications outlined in Paragraph 8 of the EAW. Compliance with these policies and performance standards will mitigate any potential significant environmental effects, which are not anticipated. City staff recommends that preparation of an EIS not be required. Zoning. The subject site is zoned A-1, Agriculture Rural Service District consistent with the Interim Land Use Plan adopted as part of the Comprehensive Plan that maintains agriculture zoning on parcels until such time as application is made for development of urban land uses guided by the Future Land Use Plan. The developer is requesting the subject site be rezoned to R-5, Residential Single and Two Family District, which allows the proposed single family lots as a permitted use. The developer is also requesting consideration of a PUD -CUP to allow for flexibility from the standard lot requirements and setbacks of the R-5 District. Evaluation of the proposed Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the criteria established in Section 20-3-2.F and 20-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is guided for low density residential uses within the East Sewer District by the 2012 Comprehensive Plan. Areas guided for low density residential uses are intended to provide for single family lots. The proposed preliminary plat i single 2 family lots with varied minimum widths between 55and 80 feet. The land use and the variety of single family lots offered within the proposed development will ensure a range of housing options consistent with the policies of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by and will be compatible with the following existing and planned land uses in the area: Direction Land Use Plan Zoning Map Existing Use North LD Residential A-1District Cultivated fields East LD Residential A-1 District Rural single family South -- -- Crow River West LD Residential R-4 District Single family Townhouse City Park City E-WWTF 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 plot will comply with all applicable requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The proposed preliminary plat is accessed by CSAH 36, desginatd as a collector street by the Northeast Wright County Transportation Plan and Randolph Avenue designated as a residential collector street by the City's Transportation Plan; each roadway will have adequate capacity to accommodate traffic generated by the development at full build -out. 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 City's East Sewer District and utility and service capacity for the proposed development is available. Access. The proposed development will have primary access from CSAH 36, which is designated as a collector street by the Northeast Wright County (NEWC) Transportation Plan and is subject to access limitations and intersection spacing as defined by Wright County. CSAH 36 has capacity for up to 12,000 vehicle trips per day in its current configuration. The 3 most recent traffic counts by MN/DoT are 850 trips per day The NEWC Transportation Plan estimates traffic on CSAH 36 in 2040 to be 8,000 trips per day based on full development of abutting properties (including the subject site). CSAH 36 has adequate capacity to serve the proposed preliminary plat. The north section of the development will have two accesses from Randolph Avenue, which is designated by the City's transportation plan as a residential collector street. Randolph Avenue is planned to extend north to 65th Street in the future upon development of the abutting parcels. The two accesses to the subject site from Randolph Avenue are aligned with existing intersections at 57th Street and 59th Street accessing the Riverplace neighborhood. A direct access to CSAH 36 from the north section of the preliminary plat is provided east of Randolph Avenue. This proposed access has been reviewed by Wright County and complies with their intersection spacing and visibility requirements. There are also two local street connections within the north section of the preliminary plat extended at the north plat line to provide for future access and neighborhood connectivity when the abutting property is developed. Road 6 will provide access to two existing developed parcels not included within the subject site on the north side of CSAH 36 for future development. The section of the preliminary plat south of CSAH 36 will initially have one direct access to CSAH 36 at Randolph Avenue. A second access to CSAH 36 east of Randolph Avenue and aligned with the intersection to the north section of the preliminary plat will be constructed when the exception parcel not included in the preliminary plat is developed. The preliminary plat includes a ghost plan illustrating extension of streets within the south section of the preliminary plat to allow for connection to this future intersection. Streets. Local streets within the preliminary plat are designed as 28 feet wide with a five foot wide sidewalk on one side within a 60 foot right-of-way consistent with the requirements of the Engineering Manual. The preliminary plat includes two cul-de-sac streets consistent with the requirements of Section 21-7-6.A of the Subdivision Ordinance to limit construction of cul-de- sacs only for areas where topography or other physical constraints warrant their use; the two cul-de-sacs within the preliminary plat meet these criteria based on wetlands. The proposed cul-de-sacs also comply with the design requirements of the Subdivision Ordinance and do not exceed a length of 500 feet and have provision of a turnaround at the termini that complies with the standards of the Engineering Manual. Lot Requirements and Setbacks. The table below outlines the lot requirements and setbacks established for lots within the R-5 District. M Lot Area Lot Width Lot Depth Setbacks Front Side Rear Wetland CSAH 36/ Randolph R-5 Interior 9,OOOsf. (net) 60ft. 100ft. 35ft. 7ft. 20ft. 40ft. 65ft. Corner 90ft. Proposed Interior 7,900sf. 55ft. 110ft. 25ft. 30ft. garage 7ft. 20ft. 40ft. 65ft. Corner 70ft. M The developer is proposing lot requirements based on their specific housing portfolio to be constructed. There are to be 30 lots with a minimum width of 55 feet (9% of total), 271 lots with a minimum width of 65 feet (78% of total), and 44 lots with a minimum width of 75 feet (13% of total). The mean and median area of the proposed 345 lots exceeds the larger minimum 12,000 square foot lot requirement of the R-4, Single Family Urban District. The developer is also requesting flexibility on setback requirements of 25 feet for the front yard and side yard of a corner lot measured to the principal building and 30 feet to the garage face, which the City has previously allowed for R-5 and R-6 District developments to make more efficient use of the smaller lot area in these districts. Single Family Dwellings. All 345 lots are to be developed within single family dwellings meeting the requirements for such uses established by the Zoning Ordinance, including the minimum 480 square foot area required for an attached garage. The developer does intend to offer elements of detached townhouse living in the form of HOA provided maintenance for the homes within the preliminary plat constructed on the 55 foot wide lots, but for zoning purposes these units are considered single family dwellings. The developer also notes that their NextGen housing products, which incorporate a secondary dwelling unit into the principal building (effectively a Mother -In -Law apartment), may be offered within the development. The R-5 District does allow for two-family dwelling units as permitted uses, but each of the lots is proposed to be developed with single family dwellings. Availability of the NextGen housing product is a unquie offering that expands housing choices and reflects changing demographics. City staff recommends the following standards be applied to any NextGen housing within the preliminary plat as part of the PUD -CUP: The design and construction of the principal building is not a two-family dwelling as defined by the Zoning Ordinance. 2. There shall be an interior connection between the main living area and accessory living quarters that is able to be unlocked from each side of the connection and that is not secured by a deadbolt or keyed lockset. The principal building shall be served by single municipal water, sanitary sewer, gas and/or electric utility service lines each with a single meter for the respective utility where applicable. 4. The principal building shall have one heating and air conditioning system. 5. The property shall have one postal address. 6. There shall be a minimum of three (3) garage stalls having direct exterior access (not in a tandem arrangement) attached to the principal building with a driveway access in front of each stall so as to allow direct vehicle maneuvering to each of the stalls. 5 Landscaping. No landscape plan has been submitted. A landscape plan will be required to be submitted with application for final plat approval. The landscape plan must provide for planting of a minimum of two shade trees per lot as required by Section 20-19-2.0 of the Zoning Ordinance. Additionally, Section 20-19-2.D requires berms and landscaping for a landscape buffer yard to be installed in the yards abutting CSAH 36 and Randolph Avenue. Park and Trail Dedication. Section 21-7-18 of the Subdivision Ordinance establishes requirements for park and trail dedication. Park land dedication requirements are based upon the net buildable area of the subject site, which exclude the area for rights-of-way for collector and arterial streets and wetlands. The developer is required by Section 21-7-18.H.1 of the Subdivision Ordinance to dedicate a minimum of 12 percent of the net buildable area of the subject site to the City for park purposes. The net area of the subject site and area to be dedicated to the City for the trail corridor south of CSAH 36 will need to be determined as part of the final plat application. The balance of the park and trail dedication requirements applicable to the proposed development will be satisfied as a percentage of the cash fee in lieu of land in accordance with the City's fee schedule at the time each phase of final platting is approved. The Future Parks and Trails Plan map adopted as part of the 2012 Comprehensive Plan identifies acquisition of the Crow River floodplain area within the section of the preliminary plat south of CSAH 36. The preliminary plat provides for Outlot J to encompass the entire Crow River floodplain with two connection points to Road 1 for access. A trail corridor through the section of the preliminary plat south of CSAH 36 from Outlot J to the intersection of CSAH 36 and Randolph Avenue, where there is an existing trail on the west side of Randolph Avenue north of CSAH 36, is provided for connectivity with the City's planned trail system. No park land credit will be provided for deeding Outlot J to the City due to the limitations of the floodplain. The developer will receive credits for land, as well as construction costs for the trail between Outlot J and CSAH 36. Three Rivers Parks District is currently developing plans for a Crow River Trail along the entire west boundary of Hennepin County, which may cross into Wright County in locations. The preferred route of the northern section of the proposed regional trail is a crossing of the Crow River at Outlot J, then following CSAH 36 north and CSAH 42 east into Dayton. City staff has met with Wright County staff and Three Rivers Parks District staff regarding planning for the Crow River Trail and this section of the corridor. The preliminary plat allows for development of the planned regional trail either within the floodplain area connecting directly to CSAH 36 or following the trail corridor within the neighborhood. It is emphasized that the Crow River Trail is in the planning stages only and no time line (or funding) for construction has been identified. The section north of CSAH 36 is within the service area of Frankfort Park to the east of Randolph Avenue based on distance and population served defined by the Comprehensive Plan. No additional land is to be acquired for public parks within the subject site north of CSAH 36. A trail corridor is provided between Road 12 and Road 5 within the section of the preliminary plat north of CSAH 36. This trail section is not identified on the City's Future Parks 0 and Trails Map and would not be dedicated to the City, but instead is to be owned and maintained by a homeowners association. Easements allowing the trail corridor (and public access) will be needed as the trail corridor is proposed within outlots containing wetlands or stormwater basins to be deeded to the City. Grading Plan. The applicant has submitted grading and drainage plans for the proposed preliminary plat, which are subject to review and approval by the City Engineer. The grading plan includes impacts to wetlands, that are subject to review by the Wetland Technical Evaluation Panel and given approval of a Wetland Impact Permit. Remaining wetlands are to be protected by a 20 foot wetland buffer required by Section 20-16-5.E.4 of the Zoning Ordinance. The wetland and wetland buffers are required to be included within an outlot and deeded to the City by Section 20-16-9.E.4.d of the Zoning Ordinance. Utility Plan. The applicant has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed single family lots. The Comprehensive Plan establishes that the City only allocates sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. The developer will be required to pay the Sewer Availability Charge and Water Availability Charge in effect at the time of final plat approval. All utility plans and issues are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all lots as required by Section 21-7-15.A of the Subdivision Ordinance. The drainage and utility easements are widened where necessary to accommodate overland stormwater drainage or stormwater utility pipes based on the grading plan. All drainage and utility easements are subject to review and approval of the City Engineer. Outlots. The proposed preliminary plat includes the following outlots: Outlots Function Ownership A Stormwater Basin/Wetland Deed to City B Stormwater Basin/Wetland Deed to City C Stormwater Basin/Wetland Deed to City D Wetland Deed to City E Stormwater Basin/Wetland Deed to City F Stormwater Basin/Wetland Deed to City G Stormwater Basin/Wetland Deed to City H Remnant Deed to abutting property owner I Stormwater Basin/Wetland Deed to City J Floodplain Deed to City K Stormwater Basin/Trail Deed to City L Stormwater Basin/Trail Deed to City M Stormwater Basin/Wetland/Trail Deed to City 7 Outlot H is a remnant that may be subdivided in the future if adjacent exception parcels are acquired and incorporated as part of the development. The layout of Road 6 provides potential access for resubdivison of two exception parcels not part of the subject site. Section 21-7-5.1 of the Subdivision Ordinance prohibits reserve strips and Section 21-7-5.0 and K of the Subdivision Ordinance requires that access be extended to adjacent properties. The one exception parcel south of Road 6 will either need to be acquired and made part of the development or Outlot H deeded to the owner of the exception parcel at the time the right-of- way for Road 6 is final platted. Phasing Plan. The developer has indicated that the proposed preliminary plat will be developed in phases. The timeline for buildout of the proposed preliminary plat will depend primarily on market factors, however the developer suggests six to 10 years is likely. A phasing plan will be required to be submitted with the final plat application. The phasing plan is not binding upon the developer, but allows the City to review street and utility connections and anticipate service needs. RECOMMENDATION The proposed preliminary plat is consistent with the Comprehensive Plan and complies with requirements of the Zoning Ordinance and Subdivision Ordinance. The flexibility requested with the PUD -CUP application regarding lot standards is appropriate for the development and consistent with the policies of the Comprehensive Plan and past practices. Our office recommends approval of the applications as outlined below. POSSIBLE MOTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 District to R-5 District based on a finding that the request is consistent with the criteria outlined in Section 20-3-2.F of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 20-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — EAW/Preliminary Plat/PUD-CUP A. Motion to recommend approval a preliminary plat, PUD -CUP and negative declaration on the need for an EIS, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. All lots within the preliminary plat shall comply with the following setbacks: Setbacks Front Side Rear Wetland CSAH 36/ Randolph 3 5 ft. 7ft. 20ft. 40ft. 65ft. 25ft. 30ft. garage 7ft. 20ft. 40ft. 65 ft. 3. NextGen dwelling units shall be allowed subject to approval of the Zoning Administrator in compliance with the following performance standards: a. The design and construction of the principal building is not a two-family dwelling as defined by the Zoning Ordinance. b. There shall be an interior connection between the main living area and accessory living quarters that is able to be unlocked from each side of the connection and that is not secured by a deadbolt or keyed lockset. C. The principal building shall be served by single municipal water, sanitary sewer, gas and/or electric utility service lines each with a single meter for the respective utility where applicable. d. The principal building shall have one heating and air conditioning system. e. The property shall have one postal address. f. There shall be a minimum of three (3) garage stalls having direct exterior access (not in a tandem arrangement) attached to the principal building with a driveway access in front of each stall so as to allow direct vehicle maneuvering to each of the stalls. 4. A landscape plan shall be submitted with application for final plat approval and provide for plantings as required by Section 20-19-2.0 and Section 20-19-2.D of the Zoning Ordinance. 5. PID 118-802-0011300 must be made part of the development or Outlot H shall be deeded to the owner of the exception parcel at the time the right-of-way for Road 6 is final platted. A 6. Outlots A, B, C, D, E, F, G, I, J, K, L, and M shall be deeded to the City. 7. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land at the time of final plat approval, less a percentage credit for land dedicated for the trail corridor south of CSAH 36 or financial credits any improvements installed by the developer. . 8. The developer shall provide a description for a publicly accessible/privately maintained trail to be constructed within Outlots A and B to be recorded with the appropriate final plat(s). 9. All grading, drainage and erosion control plans are subject to review and approval of the City Engineer. 10. All utility plans and issues are subject to review and approval of the City Engineer. 11. All drainage and utility easements are subject to review and approval of the City Engineer. 12. All public rights -of -ways and streets are subject to review and approval of the City Engineer. 13. Application for final plat approval shall include a phasing plan; the phasing plan is not binding upon the developer. 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 Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Paul Tabone, Lennar Robert Molsted, Sathre-Bergquist, Inc. 10 Lennar/Lahn Exhibit A Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/'Township Limits ❑ C ❑ t Parcels LENNAIT February 16, 2016 Mr. Daniel Licht, AICP City of Otsego RE: Lahn property preliminary plat Dear Daniel: Lennar Corporation is pleased to submit a preliminary plat application for the Lahn Property located at the intersection of Randolph Avenue and CSAH HWY 36 in Otsego, MN. As you are aware, Lennar prepared and circulated an EAW that addressed all potential environmental factors associated with development of the property. The public comment period ended on January 20th 2016. The community planned for the Lahn property consists of residential home sites varying in width from 58 feet to 80 feet. The intention is to develop the land to provide various Lennar home styles including detached townhomes and single family attached homes, as well as NextGen homes, should there be a market need. We would also request PUD flexibility to bring modified or additional home plans into the community to respond to the ever-changing marketplace. An architectural sampling of these homes is being submitted with this application. It is our intention to incorporate architectural consistency between Riverpointe and this new community regarding elevation colors, materials, and features. Lennar is implementing various goals and policies of the Growth Management, Land Use, Parks and Trails, Natural Environment, and Transportation sections of the City's Comprehensive Plan. This neighborhood includes 5,333 linear feet of trails that are interconnected with local sidewalks and 119 acres of conserved natural open spaces in the form of wetlands and a large outlot (Outlot J) along the Crow River. Outlot J consists of approximately 84 acres that will remain undisturbed along the Crow River. It is anticipated that this area can serve as a natural amenity to the community, and we would like the opportunity to discuss how we may collectively improve this area. The property is currently zoned A-1 (Agricultural) and will require a zone change in the form of a PUD to serve as the master plan of development. The PUD being requested is closest to the R-5 Zoning District and includes the following modifications from the City's Conventional Zoning Ordinance: Development Regulation City Code — Existing R5 Zoning District Lahn Property PUD Request Front Setback — house 35 feet 25 feet Front Setback —garage face 35 feet 30 feet Rear Setback 20 feet 20 feet Side Setback 7 feet 7 feet Side Setback — Corner Lot 35 feet 25 feet* Side/Rear Setback abutting collector street 65 feet 65 feet Minimum lot area 9,000 square feet 7,900 square feet Mean Lot Area >9,000 square feet Minimum lot depth 100 feet 110 feet Minimum Lot Width 60 feet interior, 90 feet corner 55 feet interior, 70 feet corner Same as Martin Farms Our tentative project schedule at this time is to procure Preliminary Plat, PUD, and Final Plat entitlements to we can start grading in spring of 2016, and continue construction through summer and fall. We look forward to working with the City of Otsego through the planning process in hopes of starting another Lennar Community within Otsego in 2016. Please feel free to contact me with questions. Regards, U Paul J. Tabone Land Entitlement Mgr Lennar Minnesota Development Regulation City Code — Existing R5 Zoning District Lahn Property PUD Request Front Setback — house 35 feet 25 feet Front Setback —garage face 35 feet 30 feet Rear Setback 20 feet 20 feet Side Setback 7 feet 7 feet Side Setback — Corner Lot 35 feet 25 feet* Side/Rear Setback abutting collector street 65 feet 65 feet Minimum lot area 9,000 square feet 7,900 square feet Mean Lot Area >9,000 square feet Minimum lot depth 100 feet 110 feet Minimum Lot Width 60 feet interior, 90 feet corner 55 feet interior, 70 feet corner Same as Martin Farms Our tentative project schedule at this time is to procure Preliminary Plat, PUD, and Final Plat entitlements to we can start grading in spring of 2016, and continue construction through summer and fall. We look forward to working with the City of Otsego through the planning process in hopes of starting another Lennar Community within Otsego in 2016. Please feel free to contact me with questions. Regards, U Paul J. Tabone Land Entitlement Mgr Lennar Minnesota CR A 1' liillllllllllllli(lr�`1h:, E. LINE OF THE NE. 1/4, I, l l l l l i l l l l l l1 (1 l: - -GFTHE NE 1/4 OF l l 1.1 la.l I 11 11 f SEC. I T. 120, R. 23 55388SE-..t ._ 9 7/zn 1—i m . SEE SHEET 2 OF 5 N00124'20'E 903.01^ eeF 855.04- - 91 �Olyq ONR "r2 l l Nl-- �`T�9 �10 BITUMINOUS 7-1 CABLE TV PEDESTAL BUILDING SETBACK LINE 13ELECTRIC TRANSFORMER CONCRETE CURB TELEPHONE PEDESTAL 0 CONCRETE U' CAST IRON MONUMENT T DRAIN TILE -i CATCH BASIN Esc—ELECTRIC UNDERGROUND FLARED END SECTION — — — FENCE X GATE VALVE Fo FIBER OPTIC UNDERGROUND • �g� Ilii —bI OVERHEAD UTILITY • SURVEY MONUMENT FOUND �4 C SANITARY MANHOLE > SANITARY SEWER ® STORM DRAIN »— STORM SEWER STORM MANHOLE —� TELEPHONE UNDERGROUND e UTILITY UNDERGROUND POWER POLE /J �s GUARD RAIL SURVEYLEGEND O A/C UNIT BITUMINOUS 7-1 CABLE TV PEDESTAL BUILDING SETBACK LINE 13ELECTRIC TRANSFORMER CONCRETE CURB TELEPHONE PEDESTAL 0 CONCRETE U' CAST IRON MONUMENT T DRAIN TILE -i CATCH BASIN Esc—ELECTRIC UNDERGROUND FLARED END SECTION — — — FENCE X GATE VALVE Fo FIBER OPTIC UNDERGROUND • �g� Ilii —bI OVERHEAD UTILITY • SURVEY MONUMENT FOUND �4 C SANITARY MANHOLE > SANITARY SEWER ® STORM DRAIN »— STORM SEWER STORM MANHOLE —� TELEPHONE UNDERGROUND 0 LIGHT POLE UTILITY UNDERGROUND POWER POLE — I — WATERMAIN GUARD RAIL SURVEYLEGEND O A/C UNIT BITUMINOUS 7-1 CABLE TV PEDESTAL BUILDING SETBACK LINE 13ELECTRIC TRANSFORMER CONCRETE CURB TELEPHONE PEDESTAL 0 CONCRETE U' CAST IRON MONUMENT T DRAIN TILE -i CATCH BASIN Esc—ELECTRIC UNDERGROUND FLARED END SECTION — — — FENCE X GATE VALVE Fo FIBER OPTIC UNDERGROUND V HYDRANT GRa GAS UNDERGROUND * SURVEY MONUMENT SET —bI OVERHEAD UTILITY • SURVEY MONUMENT FOUND H+H*H+H+HH} RAILROAD TRACKS C SANITARY MANHOLE > SANITARY SEWER ® STORM DRAIN »— STORM SEWER STORM MANHOLE —� TELEPHONE UNDERGROUND 0 LIGHT POLE UTILITY UNDERGROUND POWER POLE — I — WATERMAIN GUARD RAIL Illll': lllli. I llllllP. lllllllll llilllllll PREPARED BY I PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGQUIST, INC. LENNAR 150 SOUTH BROADWAY 16305 36TH AVE N. SUITE 600 WAYZATA, MINNESOTA55391 PLYMOUTH, MN 55446 PHONE: (962) 4785000 CONTACT: JOE JABLONSKI FAX (952) 476-0104 PHONE: 952-2493014 CONTACT: ROBERT S. MOLSTAD EMAIL: EMAIL: MOLSTAD®SATHRECOM t_f; Ulllllil r-nlnlr-��ynl /,/)I InI-T\� lllllllllliltlll lllllllllli. F7� I v/ v� I if v vv/ v I lltllllllltllilllllllllll!� — S 0 2 Bearings are based on the Wright County Coordinate System (NAD 53-1986 adj.) 200 100 0 100 200 400 SCALE IN FEET U Z� 950 W§l eau i mom€ O � F zrFz agri� F@ �sl 0 wzIuif 0F-�-IIOr[yJu1 yet k Ug�y�2 O tr m�m� <Ntd mm�wm m w ° Nm<�K smkmw d sx` lt.tlitl - / rllllllllillil llllllllt,. ilii ll 1' aZ5m€; -�� �'�'' tl'lll'l"' � "lillltllillllllill' � 8Z50 tB� z\N v� o� 0 z ?3�0 .11llillll'l'lllt' �—� ltllllillllltliillli' w3 `° m Fpm llilll ss/a4j, lllllll v-nza. w o EDGE OF RIVER LOCATED ON "- _ 3S - I z z O a a.0 u O 1 DECEMBER 5TH, 2014 / - 506'// 5/ W 272 era ISS S j2 E . 5�77a '��` 111 o r� T \ w 2 € w u \ ELEVATION 94fi.8 (DATUM \ / r- �l / i l'r S21 ­ r I r- ; -^ r - / A n BASED ON II-ERPLACE 2ND g I / L / r7L_ ..: L I `f�h 1, A hoc ADDITION CONSTRUCTION PLANS) -(l T /\ 7 ti 1 l l l 1 l l l l �Iilt /� 1�/L)A Li509139O.VVI\! l LL-h'3'icW. LINE OF THE E. 1/2 OF THE 5E. 1/4 OF SEC. I, T. 120, R 23_ Ors E LINE OF THE W. 1/2 OF THE SE. 1, OF SEC. 1, T. 120, R. 23 - �lllltllr A 174.06 9R )'12'20"W —III 6 m SEE SHEET 4 OF 5 n I V 30125 --�SOI'16'22 W� n - 'a 40 a v On 1. F m or`zr _ > \gp 00,00 m �_� , (l y=�i- I .. 7.1 65.51 n n Loma- oo. S0T14 ^> I\ /r ) �i l 0 r` r rJ N r\1 VL�\f L.rlvL �INW /-1VY'ITA� L=�� �_ = SE.140E SEC. T. 120 R. 23 � II a W. LINE OF THE W. 1/2 OF THE/ / 1 — \ / ' /_� m m _ f ilii\>r� r Y 1L __3aa .SIL_ / , ' E. LINE 0. THE NW. 1/4 OF SEC. I. T. 120, R. 23DOD A, ' E. LINE OF THE E.1/2 OF THE SW. I/4 OF SEC. I, T. 120, R. 23_ EFFECT�ii E FL4 FW N3 /`\�x\\j/ Oz.W � (I I � n --) r I I L . / / V I 7 L_ v' Y I / `C v / NOl 35 22"W 532.07 1\� 1 I �♦ '/ /J l � % V ('fJ_ 5 I .iL I I I ✓- vas NlWsrlOMiftnOowpY zo�z�p I< o_r-co�,n ;�. NI2593jW VYl\/!l7tom\\e21JG�.,\pOD i60...�-_.._.._.No92/"E _12On�; ' rr . AS SURVEYED PROPERTYDESt7SPTIONS: Parcell: That part of the Southeast Quarter of Section 1. Township 120, Range 23, that Iles In Wright County, Minnesota. Parcel II: That part of Me North Hag of the Northeast Quarter of Section 12, Township 120, Range 23, that lies In Wright County, Mia -sects. Parcel III: That part of Me Eat Hag of Sector, 1, Township 120, Range 23, that Iles in Wright County, Minnesota, described as (allows: Commencing at the Northeast comer of the Northwest Quarter of said Section 1; thence southerly on an assumed bearing of South 00 degrees M 9 fast to Me centerline of Wright Cour, H No. 36 and Me minutes be seconds West, along to eat line ; hard Northwest Quarter, 39 . in rig nt Highway Point a to ly aloe of the land r be described; thence NOM fin tl tans 39 minutes 11 seconds Wet along said radius of 591.8 feet thence ceMwas angle along said ce20 min a distance of 28723 feet on a tangential curve, concave to ds West having a radius in 1591.87 feet ant a centra angle of 70 degrees 2th minter South seconds; thence NOM 7r, woos 7r, messes 54 seconds Wet abng said wnth-ce tangent to Me let described wive, 46.50 (eek Menw South 23 tl wit t 44 minutes 44 sold East Wet to the shore line of Me Cron River; thence souMease i and soumeM along said share line b Its Intersection with Me eat line of said Eat Hag of Section 1; thence noMerty along said eat line b the point of beginning and Mere terMnanng. Parcel IV. Cour, Minnesota which Iles ease of Me It of That part , 2 Ma Northeast Quarter of Sedan 1, Township 120, Range 23 that Iles In Wright County, dy p Riverplace 2nd Atltlltlan, said Wright Cutty. Excepting Mera(rom the falbwlrg trade: Trod 1: Thatpartof Me South 196.07 fast N the East 491.90 feet of the Southwest Quarter of the Northeast Quaver of Section 1, Township 120, Range 23, lying northerly of the centerfins of County State Aid Highway No. 36, as the same as now lab out and traveled, Wright County, Minnesota. Trat2' That part of the South Het of the SouMeat Quarter of the Northeast Quarter of Section 1, Township 120, Range 23, lying naMweted of Me center line of County State Aid Highway No. 36, as Me same as now lald out and traveled, Wright County. Minnesota. Tract& That part of the Northeast Quarter of Me Northeast Quarter of Section 1, Township 120, Range 23, described as follows: Commencing at the northeast comer of sold NoMeat Quarter of the Northeast Quarter, thence southerly, on arl assumed bearing a South 00 degrees 24 minutes 20 seconds Wast along the eat line of said Northeast Quarter of the Northeast Quarter, a distance a 455.02 feet to the actual point of beginning sold point distant 455.00 fast south of, as measured at a right angle to the north line of sat n ue a 0 degrees 24 minutes 20 seconds W along sold east line.; of sit thence canter, Meow conn South 0 m Northeast Quarter D est 9 Oce North 67 t tees g minces 08 se a di s Wet f distance a 2along Tet b the o cengent of e' h distance of 612.51 Mer,9 fast degrees County d line No. 36; thence northwest taM along said f 973.05 a distance of 553.96 fat, along a areae not engem nd Me las described Iboo North 9 the naMwet having a rations of 973.05 set a central ogre t 32 minutes 37 minces 13 seconds, anti said Mt bean: North f 9 degrees 25 e Point 35 beginning, Eat: thence NOM 69 degrees 47 minces 32 sewntls Eat not Forget h said wave, a distance of 1.73 Teel b Me point of beginning, Wright County, Minnesota. Parcel V: Outlot G, Riverplace 2nd Addition, Wright County, Minnesota. 1 1[_Arnlr- j/Aj AIT -\i %7L_l V/VLI //V vVVIvl I SURVEYNOTES. Property Owner. U.S. Home Corporation, a Delaware Cmparation y Site Address: Unassigned, Otsego. Minae e in n Zone % areas of 500. flood areas t 100 -year fined in Zane X auras tltennirod to be outside Me 500-y- Road la and Zo Flood with Information: This m canePlain), ( Year property is I tees less Man 1 oars mile' and a teas protected b levees from 100. r 11ootl anti Zane AE (special flood flood with ave e depths of less Man 1 foot v cent drainage P Y Yea )• (Da hazed areas inundated by 100.yasr flood, base Bond elevators delertNwtl), and Fbodway areas in Zone AE per Flood Insurance Rale Map, Community Panel No, 270534 0032 C. effective data of August 15,1992 (please note the we have shavm Mese division lines hereon per dighUing sold flood map). f f Parcel Area Information: The Grass land area Is 10,764.361 +1- square feet or 247+/- avec. I Ave inti from Me development lans for lace 2nd Addtbn as shaven hereon. She Elevation: Elevations ora based On Me TNH's along RantlogA a NE obsRwcrp 9P 1 [ raining Information: The anent Zoning (a Me subject propel/ Is h7 (Agdwlluml-Rural Service District) per Ma City t Oeego's inn Ig map dobe December z7 207. r UtIfid We have shown the location of utilities to the bast of our ability based on observed evidence together with evidence from the folbwfing sources: plans ablamed from utility compan'ms, plans Provided by dient, markings by utility companies and other appropriate sources. We have used this infomotim to develop a view of Me urdergmund uh ities fou this sits. However, lacking excavation, the exact location of underground features cannot be accurately. completely and reliably deplded. Where additional or more detalletl informalion is required. the Stent is advised that eaw-Tic, may be necessary. Also, please note Mal seasonal conditions may inhibit our ability to V iby observe all the unites looted on the subject property. A Gopher State One Call was not submitted as part of this survey. � I Fwadplain see e \ < I ^� l l LL FOOS OF RIVE/TED ON ` -DECEMBER 5TH, 2014 ELEVATION: 141,1 (DATUM BASED ON RIVERPLACE 2ND ADDITION CONSTRUCTION PLANS) LOT STANDARDS EXISInNGZONING:A-1Agdwlhnal-Komi Se ire Area COMPREHENSIVE PLAN: Low Density Ralksidel PROPOSED ZONING: PUO ALL SINGLE FAMILY LOTS MIN. FRONT YARD LMNG SETBACK=ZS MINFRONT YARD GARAGE SETBACK= 3U MIN.. SIDE YARD SETBACK= 7.617,9 MN. SIDE YARD CORNEA SEZHACI 25 MIN. REAR YARD SETBACK =2S I hereby certify that this survey, Plan c r report was prepared by me m under my dvect supervision and that I am a duly LiamsedLand Surveyor under the taws ofthe State ofM®esotL Dated this 1 day of , 2016. 1 1 �-na*ue..� Plids David B. Pambmton, PLS Miamesoe Liccow No. 40344 pemberm nQa ath-com N Q2 / O Sv N E 3 O T WP.120 - RGE.23 - SEC.1,12 FILE INC.: 5401-666 Sheet 1 of 5 i\\ N ��- SITE/ 0 e / S A L y�/,; A P E t4. U Z� 950 W§l eau i mom€ O � F zrFz agri� F@ �sl 0 wzIuif 0F-�-IIOr[yJu1 yet k Ug�y�2 O tr m�m� <Ntd mm�wm m w ° Nm<�K smkmw d sx` lt.tlitl - / rllllllllillil llllllllt,. ilii ll 1' aZ5m€; -�� �'�'' tl'lll'l"' � "lillltllillllllill' � 8Z50 tB� z\N v� o� 0 z ?3�0 .11llillll'l'lllt' �—� ltllllillllltliillli' w3 `° m Fpm llilll ss/a4j, lllllll v-nza. w o EDGE OF RIVER LOCATED ON "- _ 3S - I z z O a a.0 u O 1 DECEMBER 5TH, 2014 / - 506'// 5/ W 272 era ISS S j2 E . 5�77a '��` 111 o r� T \ w 2 € w u \ ELEVATION 94fi.8 (DATUM \ / r- �l / i l'r S21 ­ r I r- ; -^ r - / A n BASED ON II-ERPLACE 2ND g I / L / r7L_ ..: L I `f�h 1, A hoc ADDITION CONSTRUCTION PLANS) -(l T /\ 7 ti 1 l l l 1 l l l l �Iilt /� 1�/L)A Li509139O.VVI\! l LL-h'3'icW. LINE OF THE E. 1/2 OF THE 5E. 1/4 OF SEC. I, T. 120, R 23_ Ors E LINE OF THE W. 1/2 OF THE SE. 1, OF SEC. 1, T. 120, R. 23 - �lllltllr A 174.06 9R )'12'20"W —III 6 m SEE SHEET 4 OF 5 n I V 30125 --�SOI'16'22 W� n - 'a 40 a v On 1. F m or`zr _ > \gp 00,00 m �_� , (l y=�i- I .. 7.1 65.51 n n Loma- oo. S0T14 ^> I\ /r ) �i l 0 r` r rJ N r\1 VL�\f L.rlvL �INW /-1VY'ITA� L=�� �_ = SE.140E SEC. T. 120 R. 23 � II a W. LINE OF THE W. 1/2 OF THE/ / 1 — \ / ' /_� m m _ f ilii\>r� r Y 1L __3aa .SIL_ / , ' E. LINE 0. THE NW. 1/4 OF SEC. I. T. 120, R. 23DOD A, ' E. LINE OF THE E.1/2 OF THE SW. I/4 OF SEC. I, T. 120, R. 23_ EFFECT�ii E FL4 FW N3 /`\�x\\j/ Oz.W � (I I � n --) r I I L . / / V I 7 L_ v' Y I / `C v / NOl 35 22"W 532.07 1\� 1 I �♦ '/ /J l � % V ('fJ_ 5 I .iL I I I ✓- vas NlWsrlOMiftnOowpY zo�z�p I< o_r-co�,n ;�. NI2593jW VYl\/!l7tom\\e21JG�.,\pOD i60...�-_.._.._.No92/"E _12On�; ' rr . AS SURVEYED PROPERTYDESt7SPTIONS: Parcell: That part of the Southeast Quarter of Section 1. Township 120, Range 23, that Iles In Wright County, Minnesota. Parcel II: That part of Me North Hag of the Northeast Quarter of Section 12, Township 120, Range 23, that lies In Wright County, Mia -sects. Parcel III: That part of Me Eat Hag of Sector, 1, Township 120, Range 23, that Iles in Wright County, Minnesota, described as (allows: Commencing at the Northeast comer of the Northwest Quarter of said Section 1; thence southerly on an assumed bearing of South 00 degrees M 9 fast to Me centerline of Wright Cour, H No. 36 and Me minutes be seconds West, along to eat line ; hard Northwest Quarter, 39 . in rig nt Highway Point a to ly aloe of the land r be described; thence NOM fin tl tans 39 minutes 11 seconds Wet along said radius of 591.8 feet thence ceMwas angle along said ce20 min a distance of 28723 feet on a tangential curve, concave to ds West having a radius in 1591.87 feet ant a centra angle of 70 degrees 2th minter South seconds; thence NOM 7r, woos 7r, messes 54 seconds Wet abng said wnth-ce tangent to Me let described wive, 46.50 (eek Menw South 23 tl wit t 44 minutes 44 sold East Wet to the shore line of Me Cron River; thence souMease i and soumeM along said share line b Its Intersection with Me eat line of said Eat Hag of Section 1; thence noMerty along said eat line b the point of beginning and Mere terMnanng. Parcel IV. Cour, Minnesota which Iles ease of Me It of That part , 2 Ma Northeast Quarter of Sedan 1, Township 120, Range 23 that Iles In Wright County, dy p Riverplace 2nd Atltlltlan, said Wright Cutty. Excepting Mera(rom the falbwlrg trade: Trod 1: Thatpartof Me South 196.07 fast N the East 491.90 feet of the Southwest Quarter of the Northeast Quaver of Section 1, Township 120, Range 23, lying northerly of the centerfins of County State Aid Highway No. 36, as the same as now lab out and traveled, Wright County, Minnesota. Trat2' That part of the South Het of the SouMeat Quarter of the Northeast Quarter of Section 1, Township 120, Range 23, lying naMweted of Me center line of County State Aid Highway No. 36, as Me same as now lald out and traveled, Wright County. Minnesota. Tract& That part of the Northeast Quarter of Me Northeast Quarter of Section 1, Township 120, Range 23, described as follows: Commencing at the northeast comer of sold NoMeat Quarter of the Northeast Quarter, thence southerly, on arl assumed bearing a South 00 degrees 24 minutes 20 seconds Wast along the eat line of said Northeast Quarter of the Northeast Quarter, a distance a 455.02 feet to the actual point of beginning sold point distant 455.00 fast south of, as measured at a right angle to the north line of sat n ue a 0 degrees 24 minutes 20 seconds W along sold east line.; of sit thence canter, Meow conn South 0 m Northeast Quarter D est 9 Oce North 67 t tees g minces 08 se a di s Wet f distance a 2along Tet b the o cengent of e' h distance of 612.51 Mer,9 fast degrees County d line No. 36; thence northwest taM along said f 973.05 a distance of 553.96 fat, along a areae not engem nd Me las described Iboo North 9 the naMwet having a rations of 973.05 set a central ogre t 32 minutes 37 minces 13 seconds, anti said Mt bean: North f 9 degrees 25 e Point 35 beginning, Eat: thence NOM 69 degrees 47 minces 32 sewntls Eat not Forget h said wave, a distance of 1.73 Teel b Me point of beginning, Wright County, Minnesota. Parcel V: Outlot G, Riverplace 2nd Addition, Wright County, Minnesota. 1 1[_Arnlr- j/Aj AIT -\i %7L_l V/VLI //V vVVIvl I SURVEYNOTES. Property Owner. U.S. Home Corporation, a Delaware Cmparation y Site Address: Unassigned, Otsego. Minae e in n Zone % areas of 500. flood areas t 100 -year fined in Zane X auras tltennirod to be outside Me 500-y- Road la and Zo Flood with Information: This m canePlain), ( Year property is I tees less Man 1 oars mile' and a teas protected b levees from 100. r 11ootl anti Zane AE (special flood flood with ave e depths of less Man 1 foot v cent drainage P Y Yea )• (Da hazed areas inundated by 100.yasr flood, base Bond elevators delertNwtl), and Fbodway areas in Zone AE per Flood Insurance Rale Map, Community Panel No, 270534 0032 C. effective data of August 15,1992 (please note the we have shavm Mese division lines hereon per dighUing sold flood map). f f Parcel Area Information: The Grass land area Is 10,764.361 +1- square feet or 247+/- avec. I Ave inti from Me development lans for lace 2nd Addtbn as shaven hereon. She Elevation: Elevations ora based On Me TNH's along RantlogA a NE obsRwcrp 9P 1 [ raining Information: The anent Zoning (a Me subject propel/ Is h7 (Agdwlluml-Rural Service District) per Ma City t Oeego's inn Ig map dobe December z7 207. r UtIfid We have shown the location of utilities to the bast of our ability based on observed evidence together with evidence from the folbwfing sources: plans ablamed from utility compan'ms, plans Provided by dient, markings by utility companies and other appropriate sources. We have used this infomotim to develop a view of Me urdergmund uh ities fou this sits. However, lacking excavation, the exact location of underground features cannot be accurately. completely and reliably deplded. Where additional or more detalletl informalion is required. the Stent is advised that eaw-Tic, may be necessary. Also, please note Mal seasonal conditions may inhibit our ability to V iby observe all the unites looted on the subject property. A Gopher State One Call was not submitted as part of this survey. � I Fwadplain see e \ < I ^� l l LL FOOS OF RIVE/TED ON ` -DECEMBER 5TH, 2014 ELEVATION: 141,1 (DATUM BASED ON RIVERPLACE 2ND ADDITION CONSTRUCTION PLANS) LOT STANDARDS EXISInNGZONING:A-1Agdwlhnal-Komi Se ire Area COMPREHENSIVE PLAN: Low Density Ralksidel PROPOSED ZONING: PUO ALL SINGLE FAMILY LOTS MIN. FRONT YARD LMNG SETBACK=ZS MINFRONT YARD GARAGE SETBACK= 3U MIN.. SIDE YARD SETBACK= 7.617,9 MN. SIDE YARD CORNEA SEZHACI 25 MIN. REAR YARD SETBACK =2S I hereby certify that this survey, Plan c r report was prepared by me m under my dvect supervision and that I am a duly LiamsedLand Surveyor under the taws ofthe State ofM®esotL Dated this 1 day of , 2016. 1 1 �-na*ue..� Plids David B. Pambmton, PLS Miamesoe Liccow No. 40344 pemberm nQa ath-com N Q2 / O Sv N E 3 O T WP.120 - RGE.23 - SEC.1,12 FILE INC.: 5401-666 Sheet 1 of 5 UTILITY EASEMENT PER I' -T -DOCUMENT NO. 838577 _ 1 S89"54'32"W I' 8o I: 72 010 IN 19,884 mumu Sq. Ft. I 201.23 0 0 �, zt 12,1115 0 193.06 Sq. Ft. 1D m 30 20 4 0. 74 1 � �4-a 7oln �� I�1`C2,337 mIa - lt vI z' I 12,135 mI m Io I' m I I 12 �O OII @ 30 o� NORMCr Bearings ars based on to Wright Cant/ p �_ m Cmrdlnate Systwn (NAD 83-1986 al.) a 3 z 100 50 U 50 1.00 200 g 5 m o ,yaF 1 SCALE IN FEET i g ii� 9�w� UTILITY EASEMENT PER O DmO, TEMPORARY CONSTRUCTION EASEMENT IST- DOCUMENT NO. 838577 zi Q -PER DOCUMENT NO. 838577 I _ �W`-i -� x.71 _ - -a F e aso�13Fdd� FM FM FI t .�,_.-p6L Z 3 W �.� �' S_DO_ _ 9=1.I o 197Mmo 30 30 I.�$_ M. 50 T 33 <w N x S89 53 44 W 2084.1 -•� I- - - - - - - - 653 693 oNa �d mLL i _ FM N rn 13, o Pond 4NW 'I o of o1 of (� m1 o1 8 w 9 < 1 a `aPondt . �I 5q. Ft. gg 1 2 3 4 5 6 7 m rnIm e.ea NW ABa.a �u1 "aF c II nese UT B - - � _ t. - w=w 12 v 9,621 a 9,821 9,62210 9,623 9,624 9,626y 9,827 9,628 v 10,893 n 11 a /\ .uoa,-146.9-2- Sq- - I? p �S} /--�& -H4- L.5110146.62 5q. Ft. Sq. Ft. 9- "' Sit. Sq�'t. q.i<. 9. fFt. Sq�i. 127fS 1z / 92\ woa89 A u- uv__. - I' i I" 52 010 oo 55 0l - I ��o� Sq. Ft. ry/ / _ 0 9.084 i y L z m 85.0_ U. 65.0 65.0 65_0 65.0 65.0 65.0 65_0 n 65_5 12,744 p / I Pond 2NW on o 65.00 65.0 65.00 65.00 65.00 65.00 65,00 65.00 65.00 -43.64 ej'4 Sq. Ft.gb' - - / I1 NWLaeTu 10,263 n0� n Sq. Ft. 1: NO OQoW�w m Sq. Ft. 129_70 - m - J ss �y ss 13 Welland R / i H�Laes7 - N 7 m o 4 11,403 7 _ rvwLaes.e - - I woasts to $ o Sy J\ Sq. Ft. Op�j 6� _ HwLaee7 0 146.62 $6 r WeUandl� t I m �d o: aP 51 a o 010 6.740 NwLaees w o m w = 652.55 �( Sg v �j 14 s 4- 10.264 - - - HwLaes.4 - G `+\�9 II 623 O� _ _ _ _ - n 5 Ft In In Sq. Ft p m��Waz 20 00 Wetl d 93.72_ j 65 85.00 65.00 65.0_0 65.00 65.00 65.0_0 85.00 65.00 g6 66.7 II 65.0 65.0 65.0 65.0 65.0 19,097 65.0 19,54S-nI 65.0 II19116 65.0 n IN 148105 m Sq. F. 1902 FT.� 9920-118862 °118,868a Ft1� ISq. Ft." -r Sq. Ft1-t Ft Fin1 1 Ftin 10,452N1 Ft._I 13 S11,372 Ftp m ISq. ISq. _) ISq. 18q. ISq. 31' 11 -- 11 : 50 86311 L 65.OJ L5.DOJ ISq_. �5.37� L5.37 65.37 1 L� L5.3J ygFrc 62 \ �\ S\PS 5q. Ft. �' �, 6 .I,A 97:45 eCen4 Creato Ar i ; i ss.59 i4s.sz I 57 �l 3s.io sF tz9.o s N o 0 0 ¢0 50 oIo 0108,400 NWL 3. o I 0 0 0 9_/1220 I r \\ 13,509 0/ 41 �S o 10,264 9. Z i3o�w Sq. Ftp :ls Sq. Ft. ry / 12.062 ''TS _5q. Ft. 12000 - - •�+ w m M o a a 39 W�� 75_0 Sq. Ft. - _ _ _ 1 I i> t S m w w o 0 11,072 / /S 84 \ 9q' 146.63 58 z m o z o 9 5g7D6 y/ \Y9. {sAss\42 0 49 oIo oIo as7s wo�8o LL ♦'S� / \ 135 7 - 1. o0 II nlci .; Ft. - - mm<¢rc A L / 10,650 Sq.Ft. Ir 2.40. 00- 11.686N\ iN ' I �� 1 2. 176.40 J \o ♦/ o\ 146.63 3165-,30 30 Puna 3w 38 N 43 o,se9 1 12.639 I 8813 OUTLOT -N 9,439 :rn S Ft. mI o' it o NwLaee.e wl S Ft. IY o 0 I q iA10 9.083 I "' 00 min Sq. Ft rr 6%33 Lo 5 55J HW 868.7 3.9'8 0l I^ 30:00 r 101 Sq.. Ft. l� woa915 ! (- 95.76 o I vmil'n \R o 'SO;• ♦ �a2i,? j�y wA IN c v 78 o rn1 1� � � � -I A Sq. Ft./ �S �p' • iJ•• iilJJl 13.03D 87 b I iO3 I.I /� 0n_I J A / �°a s �� °o\o / 44 6� �' 47 d'/ /� m/o 60 N I I S. Ft. I e, lyn 9.058 0 104 m rn 10794 ♦ i :,` \\ 0 0.075 �s 3 10.802./ N y %'/n 10.546 / S L r _48 9 m J 1 0 0 Sq. Ft.�39.17� 10,483 I In 10,632 102 // / /.4S /�9 37 'd,\ 01'\ S Ft. /?\\ Sq. Ft./ / / Sq. Ft. +/ R - Sq. Ft.11n 10.847 /(,gym / / 137.1 ♦A 10.746 q,' o \ .� \ q• /� E// rn \140. ml �' !`3 �X LL 101 -� 79 o m inl 5 Ft /h S Ft. % \. \d 45 h 3 J 00 ). 174 9' p$ O 0 A \ I 13,422 v, I 86 $ DRAI♦AGE & UT'L�Tv 65,91 65.38 ' -709 //� 15,745 h ✓ `o/^O 18 I //'y036 'o\\j 9,137 9.50 Sq. Ft. mI w� n 9,034 EASEMEN OVTR ALL �4, h 0,315 % ♦M ' 10,087 O d Sq. w Ft�38.79 OF OJ TLCT A i, 90 / 95q. Fi. �// Sq. Ft. rn`7 Sq. Ft. / \'9S O 11,297 / ^ 11,0F 'LL r� �egp �p,� �. �1 /.li//./+ \6�\` / ry/. 126 /`'o?o�\��.�� Ft. n I" a. 80 01 0' I- .� 4 3.e14 85 0 � s2Dss 'e h 9 i oh%^o' l g so 1 /i 35 r sQ 9 O i N 215.535q. Ft. I ��09009 3" We08nd8 . _ _ R \ 2/ 0%0' \ o. 10.139 ♦ 11.103 / 6 3 ,VO' ^ 62 �, L 0 110.88 J � h Sq. Ft.-nwL�9tA `/\ Sq. FtJ �\S/ 300 � o O 30 10.129 � 3 o, p`b \\ --- HWLA91.8- . -- -- \r 3 o"1B .00�..h, jo b9 /� 34 Q LL Z p • 3 h / ./ 14,200 a 20 \ _ _ _ - /j ry 4 Sq. Ft. ry /3\ O V Sq. Ft. q3\9p o' // 10,830 \ O_•,. 2a! J 7 _ L 20.73 - m 4.540 / O o d R d L L 1 13 ` O 33 m � 9� 1n, a Sq. Ft. � o, T 9 oQ 11,543 h" 61 0 / / M , , 1 11.824 11,036 r \> �! .O V TLOT B �sS S Ft. /Io 955 / m / S9/N+O W .,IFt. Sq. F`�9`LY/ \ c>� ,0 a � J /�� S _ _ _ _ \ v` •a,\ l 9 n Sq. Ft. in �p p 'o n 2 / 9 6! �� 9 ' Iq 53.44 - - _ - _ NWL�9885ID 170.43 n tt ? 5 . Ft. \ _ _ _ o � O TLOT p �_ q. p 1- I 50. p bh 109? 66k 6 ry R% 02 �: 1 65 0>-276.05'115 n 3 a y u I I u n 59�i 108\ ;(\� / 11.435 mI '' 30 `30 \ �-\ \ 30 30 \rn 5q9 F6 I wenn aw //� �It 1 r w 1 1' y _73.3v� 59.79 65° \\ 9.713 J� /' ��o Sq. Ft. I 3 9 \\ 5.711 ••S.OV� 65.OVV� [_65_61] 665 \ rn le '/ f Li I9 ro 86.7 65.4 107 o Sq. Ft. , "' 164.33 28.04< /.2 0.83 70441 ao 9 105 106 >1\ 1.320 os 21 a634 66 0l / li N I p0 / mh oI I G S Ft. \ 0e'� 116 m m l - ° 15,201 0.320 o\\q. < u,76D oIo m u,3aa o 2,. m 23 �I 25 01 1 26 0 27 28 29 1 301 l0 11.361 J Sq. Ft. of On o oSq, Ft. 8,9 5 0 8,711 a 24 n 9,4331$ 10,208iO 19.944n 110,079 9,984M 31 �1 p1 olo Sq. Ft t- 9.29 WeilandG J> 5\ _ - III 89.0 ry Sq. t. n 9402 0.240 0 5 FI Sq. Ft. Sct. Sq. Fto B r / _7 1 8% (- _ 172 5 - J Sq. Ft. o I.. - NI Sq. Ft. Sq. Ft. 65 0 n 65.0 865.0 S BFt. 30 301 -81i� HWLA691 `� '\ 1 8 X0.03___ 70.0. 65.0 _ _ _ - - 9_O 6 67 / J L g9-51 (m 10.59 3.0 n 5 70Ft0. 0 m 68.4 p / 'ICO 30 e� ... o ry1 70.10 65.03 65.J8 elo 12,814 117 67 49.92 1. r 65.17 52.76 n 1 12.161 / o _ J5.9 10_Sq. F. 2 _ _c,,r, % v \ _'\ s. Fernl m� o oil - Jo �' J 1 \O �� _ 140. 66 - 56TH { w \q \ �O n 239.01 -- o - ' n _ of o / I .164.79=R-600. r__ suw v\\ _ 3\,Q / - -158.34 00 n�17 a: 12,970 flim -806.5\P '�\b 1' •- \ \/ n 25.24mR=600.000 / i II; mIo 68 12.248 ! /N 11.33 134.94 7 71:56 2. 7p n S Ft. �- 72.78 7_ \\J`5q. Ft`O%.3.29 70.51 61.00 72.78 l0 85.00 ' I 7' 72.8 72.6 873 13307 �60.Op 2 _ _ " 12090 / y 153 n zs 7zsJ 79 i47 146 121 I o 12011 s �� '' 13.537 X 152 151 1 150 1149 1 148 1 �I 2e.1' _ F- / 9' 10,488 11,226 ,o q Ft. / a 11,091 10,462 13,481 145 ^ ^' h/� 12,787 ,i fw I I a 10,247 a 11,305 n 122 Sq. Ft. Sq. FL Im 95, % - ♦ - S Ft. n 10,116 ID,485 Sq. FL a Sq. Ft Sq. Ft. _ 18,948 ni _ o OF\ 9,698 a Sq- Ft. Sq. Ft. m ry 5 Ft ��j/ 36 N S Ft / / M v J m -^ /^° \�i a - q I 9. / /I�'-1 vzi 912,E U` Sq. Ft. 68.2 - - Wetland I I ` 68.00 ��.0 44.39 JL -72 0 "✓\•0� hh/ hh. /o 3, \ z 68, 6. w ' .9� L �3-22 /e _ J 5'1.50 -4-2.9z7i' h' / �' 13.113 ` o �0 106.25 01W1Y\- _i i � OSV / �/06S'j\\/6i° �z. � / - _ O A\N ENZ OVEF PL W o� ^/ LL Q `t`\1` RSEM Oj 0 \ ory� i / 15.449 4. °. / /-i fir. w 3 OUSL ,y0 \ , \ ie z > R rn h S2S m LLJ0 to s saowNT)3os: SURVEY LEGEND � �' / ~ 0 DRAINAGE AND UTM= EASEMENT ARE � /- /i i Q m 17 A/C UNIT BITUMINOUS 5 � If CABLE TV PEDESTAL - sa- BUILDING SETBACK LINE I-II ® ELECTRIC TRANSFORMER CONCRETE CURB TELEPHONE PEDESTAL CONCRETE y CAST IRON MONUMENT oT- DRAIN TILE 0 CATCH BASIN - arc- ELECTRIC UNDERGROUND '•�' 3 4 FLARED END SECTION -X-X- FENCE i 3 M GATE VALVE -c s - TIC FIBER OPUNDERGROUND '(Y HYDRANT GAS UNDERGROUNDGrp SURVEY MONUMENT SET a - OVERHEAD UTILITY N3 OE • SURVEY MONUMENT FOUND ++H+H� RAILROAD TRACKS TWP.120 - RGE.23 - SEC.1,12 .'D SANITARY MANHOLE >- SANITARY SEWER -TG SCAM STORM DRAIN STORM SEWER Pto1ed City: Otsego -i STORM MANHOLE - m- TELEPHONE UNDERGROUND Wright County Being feet inwidih and adjoining lot lines, unless otherwise ;7 LIGHT POLE -UnUTILITY UNDERGROUND FILE NO.: 5401-666 indicated, and 10 feet in width and adjoining right Dfway lines, _ POWER POLE I - WATERMAIN unless otherwise indicated as shown on the plaL - GUARD RAIL Sheet 2 of 5 I o❑ W m Bearings are based en the Wright County L aordirra p ❑ Cle Syst (MAD 83-1968atl1-) _ loo So o J so Loo zoo SCALEINFEET F-2 a o w P C' �� 1 L / l r sao:9 In c` '588°39' to ______ / -�� - - - ❑ .[\1-1 VV Lll Y G 43 �_ �,TA VE 1. �_-�_-_�852. 3 ---- N88 59'17"W 1121.96 40- \ ❑�_ 46.- r r r r r o y» y R; \ 8 �/° 1\ \ / gsi p z z m S.oS / \\��/S. i �1 1 �1 / OM1. QiwNam • r r r r r � r r .--� ,� r \ .. -_-- - - -- - � 8915 o x '•' x_414°�\A FS, _\\ ,;� ! - _ �. � � / ..' r r r r r r ❑ ? D and 15 % o :.vL y; f v vis .en.o A. 216 15.971 IN .. '-.8 a = N m / EOFele.O 217 19,864 \ 6' �, \ \ '1 / fr oz911 sq. Ft. o \ \ A., \ \\ /' r r r r r 'e -moo tAoan.s '�" o $ / o 9 \c 218 \ u 767 �Nsq Ft. sp. Fi. 5 \s.. / , \ \ 1 \ \ \ / \ r r r r r r a m �a m rc 75.'x- / W tt O 219 \\ Sq. Ft o;.0 _ ss.00 3�.zu 46.33 ��ao � °� / 187 �, \ \ ��- \ \ / r r r r r r ❑ � � m w d J � r _ \ 5 FL c 19 off❑=a ^ �S �S Sq. -. 000 ,\ \\_--_ \ . _ ^ n 220\ iii w=131-11 e?/�'1� 1�\°oJ o%188 es'tz HYS r rr'' rrrrrr, . If1-wIv lco' /' � `//' /4vzrot\s2\q\�3.22°1Fho91at\,o\7S%qa/. oFFth. ,w' I /.�0 7 �h• /qo ;R'�2 y \S A° /2 0I. 156I175581w/1. ,I01151 8,.°2578 .u1-114. 1' 9_IS.L12o ♦9�/1 /51\q9o9.w8e 2 Ft0L\53\ 0yo • 'ysJ A iNo\ 1\�\o oeS e_la ' rr ' rr p0 _ Ft.pp Z. wN� 'ws'.-4 55.0 21 • LL21118sqFI,459'L\F.22Sq. Fi 10657 /hm 5 10,6270 4 ? q. Ft 26- 2603O209 190 22 g10,052 3Sw ¢ wxsp 'R 193 Q'rn 1 -I 16,426 ! I� 10.662 �Iy I .meq. Ft 3- Pond 5S \ erl� = Iv Sq. Ft. m 9,882 0 0 N I $q. Ft eI,D 30. 30 .4.75'- ,�pIWWI1-(�8Z@gg6.�,_,' \ I 6q. FL Io - IAh ya°> :r LIa5.00 5.13 / 68�j UTlmieefel N O� �� _ l0 2�8 54, mm 1 224 nIa 9.316 1 ° 55A o° r ,o s.a2sIo °sq. Ft. &I A\AG 50� r 194 �I$ 5° - P❑ 1 pI o ry UJ I y O r Sq. Ft. 1 _ V __ 14,103 _ / r r r 145.00 150.00 J' a gImUJ 207- A`_ G= c., _.. � w NI , o, Sq. Ft. 1= ^' o � . b� �/�`' / � n 8,724 ,ol C//'I° \ 19$ 1u N x15 262 \ / h/ iso 225 a 'al JJ / \' \' 10.641 tg59�. 13,053 a vi 9.425 I 91\ ', 196 \\ss9. Ft..� ` / S ryI owa L Sq. Fay �2061sosa_ B\> s.as1�\ 55 ✓' 261 \\� 145.00 0l ,1 \� I �' r r �� H j � I'^ 8,773 � ! Sq. Ft. �'i3 - ;26559 ac>3, 17.099 F�, yo�.- ': r o 226 0 Sq. Ft. �\ S 197\\ O - �\ o vi 9.425 e1n,�� �6 9.921 58iy8° 0 3� \e!\ 9 p O Sq. Ft 205 21 ��o❑151:65 �� \ S Ft. 9 ' /1 .c } \/ 3� 3p L 145.00 �. Ft. Lo of �I�aaz2 \/s3 198\ _ I Sq_Ft a s 10,051 'y' O c Z h 22% �5 Ft. o 'y0 13,991 O'7 /s 12,275 00 11 I I 9,425 Flo ol0 204152.52`n � � �S°'�/00 / 5 .`nir\ �'oo q /� \O \/ ro\\. Sq. Ft./,y s\ / � W . T � � o �� o ^i o 9 I aloes c II 14500 � m 9 A V\ \O 4/0 -h o'/o ryl �--' r r C � •- - L SG FI ml� 8050 P' /46, 199 •�p � 6'250` � 2$2'8 I \ Ir 0 ro 265 0 I 1 / r 264 \ / �� 11,556 23.90 < '30 '30 \ Ft m'/o \ \/ gyp°' 10,487 O 5 Ft. "oi o r I- 228 ryl� >a.7-Izs-o7 "/ro ao/ / 249 jg Ft l sq. Ft. ��°\.� R 16,ze1 s� .�,. \q 3 r r:: I 10.439 �-, Y \ \ \ .O\ Sq. Ft 1 1 1 r m Sq_ Ft. nl� n293 OpV \ 299\ h 3 9.700 \ N $ e0 / W � o � \\ / 253 s r I 148ti✓0 9.238 y 69.408 y / •S \Sq. R. 'S 6% S h /o m . \ /'hej /� m 13;095 ,h �' ��UJ S Ft I q 3 I229 -°O 9° \\. e q� o r r r 1� q. essa 5 " \ \o / �� s ry 7� �, �' 02 ry /0 hh/ �Sq. FL .0O / \� .f O h6•/ \ \7 +\ � m,125 6 m o,' h ! r r sir _ Iz,na \ h/x24 *x aq� 254 r r I Im Sq. Ft �S Sq. �1g o. �. 8,694 "� § 13,920 '1/ 15,736 Ft sq. Ft. Z88a E '1 /12.592 � �./9. �, ��9 _ ILL, r r 13,671 Sq. Ft v am� h /h 246 \s2 r sq. Ft. P �`\sJ , 0 5,899 Nw aTo.o o =:715.a1 / ?_,�\ 11.. 13,124 231 sv rr q' ( ^ �o S 8683 ASA^ 13,584 r- WEET ANDD 6 O .y/ ��6q. Ft. r r. Sq. Ft °244 \�i9 A c _ 257 \ 6/ 269 R� I •"1�' r r r �h \ ?O "� °� y \ 6ry 14.676 G 77F .� r r �% U o 12,363 1 2\\ 9.516 ^/ 0F' °./ \\Sq. Ft. 12313 I z m gdy sq. Ft. y Ft. \s 233 43 r ' �iO° 11.561 // 6JS�O �ho • ! 0.O� f�'t R.�\ Sq Ft°/ 10/rye \\SqA Ft. \ �\ /270 r� 7� 13.361m�w .�X9MOic^ .J rVS. umi Sq. 5 Ft. 160 11.036 \ o s p \�\o0 9.339 p000, \ \g 260\ /,01. o a 4'L p6- " ,--_ S Ft S\ W Sq. Ftj 10.566''i \ �` ^/ Pond 2Sa �u` �P a roc' F ! ° 236 ?\ 5q'OFi ry0/ry°. �Sq% Ft. Nw asos 0 271 11,375 \ -+ 241 \ \ /'\� '7 rlwLasas a 14.421 ❑ �' 9 02 J L.1_ / S � q6/ 6 � 277 s h� aim 5 Ft. A /v°y ° �° 10.399 ry° uoasso Sq.�,+\ meg/. ° .. 2 9 0 eC. 12,61a •y\ nl I❑ w N,. `'2 2r '°\9� Sq. Ft. \�q. FtAS-V \ ",v W T \ / / ,o �I ❑ 71.48_L60.55 O° 278 \/S r� ' / "fir m �+ m s ✓ z.o0s JI n s°°' ry� 'ss u,zs \rA ^°h A__ o V,; �1� 272 > \ \ st' 6' 9. t. \ / le'lyo 15,230 w Q - Sq. Ft. _I 30 `ow 1 O 279\\S F v^ q.Ft.\ r r ,-� r .. ry 160.58 15.85 301 ': 71.48 - \5. 6� �ifi O \\ S .859 \\SSSIn DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: '� r `f� \ 9 / ,076 � 1 o V 71.48 0 6 129 \ 0,2 a "� 3'I / / \ \ ' ~ O \ 155:895q. Ft. I < 99.4 N 281 Sq. Ft. 5% man �� SURVEY LEGEND Q ° .3282 1 � ;� �l �� / E/ co 13,730 5 r \ 239 mlm 14,766 Sq. Ft. m m S. � r� Pond 3S elm n sq. FL ❑ A/C UNIT -BITUMINOUS 11,765 30 30 o a u�il '\ ❑ CABLE TV PEDESTAL -_ �- BUILDING SETBACK LINE NwLan.a `,." S9. Ft h / 1°RS R& 23.9 .y0 - ❑ ELECTRIC TRANSFORMER CONCRETE CURB �� ��, 69F uo�ez.s _o ; I L y5 ❑ TELEPHONE PEDESTAL 0 CONCRETE T - DRAIN TILE -! CAST IRON MONUMENT u CATCH BASIELECTRIC UNDERGROUND11,598 �h / 83- N Sq. t / o,�13689 FLARED END SECTION FENCE 30 ?q , Ft. ? DG GATE VALVE a -FIBER OPTIC UNDERGROUNDjOO "I-' HYDRANT cns GAS UNDERGROUND 'V3 GO;, 284/gy �/ .: SURVEY MONUMENT SET axu OVERHEAD UTILITY 9,714 93� /.( • SURVEY MONUMENT FOUND RAILROAD TRACKS TWP.120-RGE.23-SEC.1,12 o/ ,= NOT TO SCALE • Ft' h Q SANITARY MANHOLE > SANITARY SEWER Plaject City: Otsego STORM DRAIN STORM SEWER Being 5 feet in width and adjoining lot lines, unless otherwise El STORM MANHOLE Ta_ TELEPHONE UNDERGROUND Wright County indicated, and SO feet in width and adjoining right ufway, lines,UrL- UTILITY UNDERGROUND FILE NO.: 5401-666 unless otherwise indicated, as shown on the plat ❑ LIGHT POLE POWER POLE - I - WATFRMAIN GUARD RAIL Sheet 4 of 5 ov. Rt' Bearing, are based on the Wdght County CoomInate system (NAD 83-1986 adj.) 100 50 0 50 100 200 SCALEINFEET DRAINAGE AND UTILITY EASEN=S ARE. SHOWN THUS: II I - ___ - BUILDING SETBACK LINE M ELECTRIC TRANSFORMER CONCRETE CURB ED TELEPHONE PEDESTAL NOT TO SCALE I Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet jn width and adjoining right of way lines, unless otherwise indicated, as shown on the plat \' \�Sq. Ft. 306 36sc 30 9,020 � Sq. Ft. ro w 65 �Q ��112.48 s� � •r r r r r r r .- 1 r r r r r r r SURVEY LEGEND 0 A/C UNIT BITUMINOUS © CABLE TV PEDESTAL - ___ - BUILDING SETBACK LINE M ELECTRIC TRANSFORMER CONCRETE CURB ED TELEPHONE PEDESTAL CONCRETE CAST IRON MONUMENT ' DRAIN TILE CATCH BASINo.c— ELECTRIC UNDERGROUND FLARED END SECTION —k><— FENCE N CATE VALVE lo FIBER OPTIC UNDERGROUND HYDRANT — sAs— GAS UNDERGROUND O SURVEY MONUMENT SET —oeu— OVERHEAD UTILITY • SURVEY MONUMENT FOUND +H}H+H+H+FFH+ RAILROAD TRACKS SANITARY MANHOLE > SANITARY SEWER •::? STORM DRAIN STORM SEWER Ll STORM MANHOLE Tom— TELEPHONE UNDERGROUND n. LIGHT POLE UTL UTILITY UNDERGROUND _i POWER POLE — I —WATERMAIN GUARD RAIL o�f 38 0 rc3� Me pw> u 9H w 6 V R U Q 6i Lu �- O W a Q z Z z w QJ J J W ry W d�y'�� 0�5`G24i TWP.120 - RGE.23 - SEC.1,12 Project City: Otsego Wright County FILE NO.: 6401-666 Sheet 5 of 5 Ii 09 Pundi NW i - _ ]fik �� 3fiO3 Ptlq 5 1 am 1 I WO WO WO WO WO WO WO WO W� WO a eas gg I( mm WpOi Iwv Fix .,:_ I -�'-pA,'." Yp I WellendA ._. Po tl�NW en a'_— `= a�, _-;°�Wetla�tl., '1 LO wo We°., WO Wo WYO WO yamWOO\c$ I.�� 3°Gsho Pond 3W�,�.�3LO �•al Yi`9 :3 r,. 1 O: uoapsb- _n`-. �_.qmm / �'n . / �3x :,e`- ,y.� `•'.i,' �s 3NW[Pond "mems 1. R slat - a r\\\ �..a _ \ { 1 I p, O 1 29500 \ . . . . . . . . I' 9t �c • NWL .0 •' ' / � I � � 8�•. '-�0 �t0 O1' t� ire I� �" �. ,s�€o• .� S \' `{ 1 \ 472 sf EI WO WO WO WO' LO LO' r� . w. Lo' •� ,� \��_' _ wog 4: / Wmp W.11 -c! WellF `. !aj'o i �l wo wog wo W`•• 1 / •� LOQ LO ag'�i l CO \r TO 1 1 . ,_ .,, I I I e4° -ws-- �a''&r •- /� :Q�o Wo �. ,..:: '{ wp , r 3 /i�IIocg` . . _____ •t -''` Pond 2W °'to B� _ . Pond .•- • Pond ISE I \, . . . . . . . . . 4 . . . . . 4 i ro a ` • Weda d K p_ e a _ m, wum • 3 -' .— "GkiOST PKAT" 3�pac;t. br j WellaadG ZZ / iP bss�pi 1; SHEET INDEX TABLE SHEET Description SP Site Plan UP1 - UP5 Preliminary Utility Plan UP1 - UP 5 Preliminary Storm Sewer Plan GP1 - GP6 Preliminary Grading Plan EC1-EC6 Final Erosion Control Plan PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGOUIST, INC. LENNAR 150 SOUTH BROADWAY 1630536TH AVE N. SUITE 600 WAYZATA. MINNESOTA 55391 PLYMOUTH MN 55446 PHONE:(952)476-60W FAX: (952) 476-0104 PHONE 952-249.3014 CONTACT: ROBERTS-MOLSTAD EMAIL. 10e1ablonsb@lennar.com EMAIL: MOLSTAD@SATHRF-COM SITE DATA LOTSTANDARDS EXISITING ZONING: A-1 Agnculiurel Rural Service Area COMPREHENSIVE PLAN Low D— ty Res denfial PROPOSED ZONING: PUD ALL SINGLE FAMILYLOTS MIN. FRONT YARD LIVING SETBACK =25' MIN. FRONT YARD GARAGE SETBACK =30' MIN. SIDE YARD SETBACK= 7.5'1 TV MIN. SIDE YARD CORNER SETBACK =2V MIN. REAR YARD SETBACK =W LOT COUNT 6W9 LOTS 64 1(NORTH) L - NORTH TOTA164 5B'LOTS - 030 (SOUTH) fi5!/0'LOTS- 067 (SOUTH) 75160'LOT6- 044 (SOUTH) SOUTHTOTAL- 161 OVERALL TOTAL -345 LOTS .I„ rFB LO = - I _ end -;W ,F j _ - I —� oaw R NE)� �I (RA WLINGS AVE: I -- - I oo so o robs s� tao zao r ❑D00� SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF FILE NO. BASE LAHN NORTH _ _ _ _ _ _ .. __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERs 5� - SITE PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �E a� ti 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w0 m SATHRE-BERGQUIST INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ° LAHN NORTH 5''P CHECKEDBY — SATHRE-BERGQUIST,. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ,S, /%. [,y m ,... •f{ y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 OTSEGO, i RSM — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ' % '1� MINNESOTA S P ----_ --_ DATE _ _ _ _ _ _ FROM ILLEGiTMATE USE. ROBERT S. O S AD, P.E. °H a`' 02/16/16 ----------------- Date: Lic. No. Z/pI-/"LB FRs PSP _ L 11 0 -« >; 2 4 5 7 oM mol - - - - - - + 72 .I m ONi mp o of y: x ((891.6)) x x ((891.6)) x x (1891.6)) x x ((892.1)) x x ((893.1)) x x ((89&6)) x x ((893.1)) x x ((892.6)) x x ((891.6)) x x ((89t.fi)) x P ndl NW + I m LL O J LL 111 (892.1) (892.1) (892.1) (8926) S8W (893.6) 3&'w (894.1) S&W (893.8) SRW (893.7) S&W (892.1) S&W (892.1) x !(891.3)1 I - - m � a or12 9*99 9•32 o -s3 !8916) x 12 / WL -885.0 + _.I I 2-09 54n 890.0 VS 8885 889.0 890.0 690.0 989.5 8965 8875 j ''. - BF 892.8 BF 892.8 BF 892.8 BF 893.3 SF 894.3 BF 894.8 BF 894.3 BF 893.8 BF 892.8 BF 892.8 1 97 ." + ,fes / WL -886.7 WO WO WO WO WO WO WO WO WO WO BpF8925 S4 =3,/ Lao -869 TF 900.8 TF 900.8 TF 900.8 TF 901.3 TF 902.3 TF 902.8 TF 902-3 TF 901.8 TF 900.8 'TF 900.6 1, `/ �B2B)- m10 �� GF 900.5 - " - -900.5 1 GF_900:5 - GP901.0= - GF 902.0_ GF 90215= - - - GF 8070- - GF 901_5= _ _ - GF 9045 - - -GF899 5 'TF 5 m o of - - - -9F - _ - - - - - - - - - _ -I- - GF goo @Feg + m mO m rn STOP -899.2 25 % / 101, � 13 . �. 73 1 m sJ � ; 1!. J , wp G ��a-0IT IT 11 - - Wetland ,4 - - fi ---- G" 906, NWL-885.8 - - - - - - - - - - ' _ jO -HWL-886'7 r v _ � e•wcw as rw s ! - - - m `ry o 00 0 0 0 >-! 01,9O / ss�' 4 7<l / o m�O�i P$5 ( m m 0 J J II- x� 9f001 75-1..."Ooo C� m I vl x l I I I Iw 76 + l ON n41 4 m W IILI 17 4 89 40 GF eMoi+s w \ `cc•�\ ,9�0 .m _ (01.31) F o'ra � L899.8 @nor>� m 15 8,948 , .8 o eey G,n� � o o uss 2 Sr 892 .8 aai•vo.. �B @\\ o -r 6 .\O$>O� s I y�ra� T�90 94.1 `9 1° \ > e s I 39 � GF_ 6)) x ! X &,-19 '"� 0,1 \ 4 �m mO o,ll 11, 100 " 77 q I _ Pond 3W m rn m a �NOl6z NWL-886.0 _ l M j - - �� �.�I T o0 ��ZJ° m HWL-888.7 i eNo NOSi mOmo\ 51 o r m LAO -891.5 103 36 m m �I 76 ry a, N m 6�O m I 3 (1892.8)) x x ((892.8)) x I HP 1 x m> 893.1) m 102 vl m c9 1 �Qm x a� .sw 104 o&B saW flss48)J 666s 80893.8 F 890.8°*35BF/6951/ + 101 � m 0 �� I ^ 893.8 e�'.5 wv,aro, 0/. @.p%i�i 3` O LO Lo B9z8 S ` ?r �9�0 s ` o ( of I +•(p 898.8 TF 898.8 8858 ao'•W ,r// / - I 79mO rn rn .I 8 N m •-86 ! I I /' GF_897t5 _ - -�F 898.5_ _ TF`g00 980 @F Via/ + p$ 37 e?i> �J a• =mSe�° m�FLL-CLL7 �O 8933 A l �O'ti�m + + os I f �\ 18 a 36 80 v, - �� S i+ I 11 66 (66 Koa g/ Ck IF�p',y' } - Wetland B- =" L 891 8 - o �Oo _ - "GF 8985_ I` -`; �. /�w� HWL- 1. - - - - 81 p rn1 41 � m �- o • i s&w TF 898.8 ~ _ v� !a . a'�\\ / o ao 5.0 ,6 5 - 62 WO ��e9 - - - - - - - - - '/ / :x 9 0 886.5 GF /0 $ e I VIII m - - --87.8 /�\ "�' i G g96O BF 890.8 T'cygo" S 112 @a - O e , 1ez': \ ��F h 6` - - - - OF x (999 x .1),. '/ h sl x ((669.61) + 20 - - - - - - 82 m m> m -0' y� zp5 ' \\ Geacp si\ p .,(\O�0/�T$\ STOP G$� o , � O �� 114m�a� : �p/ I / 9a/ Y - ea9 _ - - 3 e m�, 110 'Filtra oom��� /'� / e moa i �a �� + i} �. /^,', 1 I Mx� I o ' N1 1 - / p �\ SGee \40; 09 n9z r, e9zi ' 0 + � niO7oa - + r m ` N I I ¢` GF 5 3 F s m m o ein:+i'o yy - 1F T. 68 sl � I % 2. 'I rc+v:e19.1 y✓ / /_ - -GF-896.0 1 �p 5 as. / >< _ x _ , _ <. I GF895.0._ _ 0`9,,e \a 6\\ " 00 o 21 x x 2C (( 1 TF 6j9�5.3 TF 896.3 ` F 8093 106 � ((a9z.1p LO WO `\ 9&NB 5a,' (092.8) x I(99t)) 23 6&w L0.890.3 gF 808.3 ) a5� 6691.m w I ^ aaas (66 e). x ((6934 e)) x x 24 '/l / x ((69s.6))saw x 895. I n 5&W 88 / GI' _ 889.0 2 x ((8946)) x (895.6 0.94 BF 887.3 I BF893.3 694.6) �,,,, 9+93 863.0 eei o II x (1666. / ,. 116 _ m m m� i . - . _ RF 9a.1 -w -nn 895 1) DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I <�6a5 Su,,- - PRELIMINARY UTILITY PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE `' 01 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA wo N SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY. .ten 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 OTSEGO, LAHN (NORTH) UP1 CHECKED BY - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE W-11 S. /v/✓L� W { RSM MINNESOTA _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 4q� DATE - - - _ _ _ _ - - - _ _ _ _ - _ _ _ - - FROM ILLEGITMATE USE. ROBE RT S. OL_ yi/�STAD, P.E. Lic. No. 8 c�FRs P �P�2 U P5 Date: 02/16/16 0!-� �/ 0 z Z 1 Mr. aeea iMv.9e9.s GF 899.! -- J (0.6 - GF 901.0. - GF001.5- - GF902XF - GF902.5- GF 902.0 GF 901.5 GF 900.0 TF 899.8 TF 900.3 TF 901.3 TF 901.8 TF 902.3 TF 902.8 TF 902.3 TF 901.8 TF 900.3-. 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BASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I <�6a5 Su,,- - PRELIMINARY UTILITY PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE `' 01 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA wo N SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY. .ten 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 OTSEGO, LAHN (NORTH) UP1 CHECKED BY - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE W-11 S. /v/✓L� W { RSM MINNESOTA _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 4q� DATE - - - _ _ _ _ - - - _ _ _ _ - _ _ _ - - FROM ILLEGITMATE USE. ROBE RT S. OL_ yi/�STAD, P.E. Lic. 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NWL-888.2 TF 902.8 WO ..-,._._ - � � u1 //. �J _ GF 02.0 TF 904.3 TF 904.3 TF 902 8 LO LO 896.3 1 ~ �.. WO T TF 904.8 GF s0a.0 - _ rF aaa n I ,.� ,,,.., � Tc om v I n 1 r 3 m �' x l/,�'" HWL-889.1 f 0 0 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE LAHN NORTH INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I etiERs s�q`F PRELIMINARY UTILITY PLAN DRAHFBY _ _ _ _ _ _ _ _ _ _ - _ _ - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ti - SATHRE-BERGQUIST, INC. ' 540166 - -- - -- -- ----- --- -- ---- INDEMNIFY SATHRE-BERGQUIST, INC. OFALLRESPONSIBILITY. W= _ m OTSEGO, LAHN (NORTH) UP2 CHECIO=D BY - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ,•'��'j m .... y 150 SOUTH BROADWAY WAVZATA, MN. 55391 (952) 476-6000 RSM - DATE --___--_ ___ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ,S N �.y ac'�� MINNESOTA E N NNR ROBERT S. OLS AD, P.E. - --_ ---_ _--------- _ _ _ _ _ - FROM ILLEGITMATE USE. Date: Lia Na. Z�LI�-B egfi Pit 02l16/16 f 0 0 (F 8963 V v8gg3 ��,, Vie,. 108 /i -- -� I I 26 89an 3 WO BF + ll ((892 -1)) x e90s Saw C @ ., 0.]3 0*10 5851 ) h n I x es3.1» x P BF 888.3 n N (esz 6) (e9 .6) x x x x x 1 ((893.6)) x 2 5 x ((895.6)) % (( )) ` 1 9 / ' 1 x ((895.1)) x ((895.1)) 898.6 1 l m + 11Bge 111 x 116 gi O ! (894.1) x 094 1)) x ((894.8) (896.1) (895.6) 58W (895.8) x ((896.1)) x 897.1) p BF 893.3 58W (895.1) o� 3 1`''15 (896.6) x ((895.1)) 1 1 23 o aO co F (D I WO . ]1 0*aa 8925 BF 894.8 B,Fn894 3 2.00 (Bsxs) Saw Saw 892.0 I TF 901.3 V V O as0.5 �� 891 s BF 896.3 BF 896.3 LO 897.8 BF 894.3 1 N ! 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BASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EEas I SUR - PRELIMINARY UTILITY PLAN 5401-666 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w 7 f\- °a SATHRE-BERGQUIST INC. INDEMNIFYSATHRE-BERGQUISE VEST EALL RIGHTPONSIBILITY. L LAHN NORTH UP CHECKED BY - SDEMNIFERGQUIST,INC. RESERVES THE. RIGHT TO HOLD ANY ILLEGITIMATE ,Gx„ ,S, fv/✓% m m /50 SOUTH BROADWAY WAYZATA, MN. 55391 (952)47&6000 OTSEGO, RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING A�- MINNESOTA L� N IVAr,, U Pl DATE FROM ILLEGITMATE USE. ROBERT�S. MOLSTAD, P.E.-7-foL%L8 cH�_ P `PeX` mi1a119 - -- -- _-_-____-----_--- Date: - 147A Lic. 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BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, STRICTLY PR CONVEYANCE OF PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERs BUR` - PRELIMINARY UTILITY PLAN 5401-666 BASE LAHN NORTH _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY AUTHORIZATION. WITHOUT ?E t. INC.DRAWN BY LAWS OF THESTTE OF MINNESOTA. NAL ENGINEER UNDER THE m2 w SATHRE-BERGQUIST/ NC SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT v O - - - - - - -- - _ - - - - SAID AUTHORIZATION CONSTITUTER AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. LAH N (N O RT H CHF - - - -- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 0 •t+ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 OTSEGO, > UP4 CHECKED BY _ - - _ - _ _ _ _ - _ - SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE d4 s-. � ^` RSM _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m0 24r MINNESOTA U P5 DATE - - - - - - -- - - - - - - - - - . 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BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE LAHN NORTH INFORMATION)_OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I =b6Rs� s`R�e PRELIMINARY UTILITY PLAN 5401-666 - - - -- -- _-- -- - - - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE _ DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA w SATHRE-BERGQUIST INC. CHF - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. -OTSEGO, LAHN (NORTH) UP5 CHECKED BY - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S,i ��j m .... y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 RSM - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I _ `�� MINNESOTA DATE _ - _ _ - _ _ _ - - - _ - - _ - - FROM ILLEGITMATE USE. ROBERT S. OLS AD, P.E. �Np pA`' LE N NAR 02/16/16 Dater Lic. No. B Rs p� UP5 io 7 z z z SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR —®--- - - _ MAJOR CONTOUR APPROYED SUBGRADE c CLASS 3 GRAVEL BASE (MODFIED) 29• VROTH LOT LINE UGEND WATERMAIN I I BUILDING SETBACK BOUNDARY SOL fAi1D Cli'� lM1EK0.7® LYIM3AJeo PARCEL BOUNDARY LINE A -i NADA) 1 I /Y - DRAINAGE AND UTILITY EASEMENTS - - - - - - - CURB AND GUTTER • SUBJECT TD REVIEW BY QUALIFIED SOLS ENGINEER -- - RIGHT -OF -.AY _ RESISTANCE STRENGTH AS DETERMINED BY THE DRAINTILE W/CLEANOUTS- SIGMA N76 VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN LIFE OF BACKYMDCATCH BASIN —++-�--- -- CATCH BASIN —"T^— -- STORM SEWER MANHOLE— ®/.Ary` I•INIIBBOEII FLARED END SECTION W-4tM-- 5-10-07 ■ STORM STUCTURE LABEL 20 sANITARv sTucTURE LABEL 3 SANITARY SEWER MANHOLE —• -S-•— -- - HYORANT _ GATE VALVE I wEu GRAIN FLDWIRUNOFF ARROW EMERGENCY OVERFLOW SWALE SOIL BORING LOCATION SILTFENCE — -- — — — TREE PRESERVATION FENCE BARRICADE Elm ® -r-r- OR molms SPOT ELEVATION a SeAA ..o. TBC SPOT ELEVATION •ree UTIU"POLE �• LIGHT POLE 1} HANDICM PARKINGSPACE HOLDDOWN DETAILS E R M HS FINISHED GRADEPER O N SB GRADING PLAN W T EL GARAGE FLOOR I1tll 151 3.0 -BELOW GARAGE FLOOR SFMO ELEVATION RND ELEVATION AT WO PMA) 2: CURB EAR PAD. ELEVATION B.P TOPSOIL BSM FUR AN, :1 MAX 25 12 13' 15 SV S5 fiSPgp WALKOUT (WO) E FINISHEDGRADEPER S H GRADING PLAN O N SS GARAGE FLOOR W T EL -- BELOW GARAGE FLOOR tll 15' I LOOKOUT ELEVATION 2&V GRNDELEVATIONATUDRODLX). 2:1 �� REAR PAD ELEVATION fi.0- ,x 3:1 MAX TOPSOIL BS 25' B. 19' 15' 5d 65' fi5 PAD BMIEA O1XEAwtEE NOIFDI LOOKOUT (LO) E S H FINISHED GRACE PER 0N S GRADING PLAN W T EL GARAGE FLOOR 0I I51 3.0' BELOW GARAGE FLOOR xM CURB TOPSOIL esMr Fut 25 25 1g 50' BS' ENSURE FULL BASEMENT PADS ME DRAINED S5 PA renl FULL BASEMENT (FB) NOTES: 1. GRADE (SWA) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION MD PROPOSED TOP OF TOPSOIL, SUBGRADE SHALLM DOWN DW FEET. 2. ESTABLISH FINISH GRA DEATALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9 POURED FOUNDATION WALL, ANO AD.T DROP FROM REM TOP FOL NDATIONTO GROUND ELEVATION FOR ALL LOOKOUTS AND WAL(OUTS. GENERAL NOTES: 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPGA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5' RAIN EVENT. ACOPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF OTSEGO FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL INSPECTION REPORT. 4. A 1'-2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. (SEE DETAIL) 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREET AREAS THROUGHOUT CONSTRUCTION. 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTIUTY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 8. BUILDING PADS ARE 60' DEEP UNLESS OTHERWISE NOTED. THE FRONT AND REAR BUILDING PAD LINES ARE SHOWN ON THE PLAN. THE ENGINEER SHOULD BE CONTACTED IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING PADS, REAR PAD ELEVATIONS SHOULD BE ESTABUSHED BASED OFF THE 2:1 SLOPE FROM THE 26' FLAT BENCH, OR AT MOST 50' BEHIND FRONT OF PAD. CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF OTSEGO OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY BASINS MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING, INSTALL DRAINTILE PIPE IN BASINS WHEN BASIN GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. 4. INSPECT BASINS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT 5. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLETS. FOR BASINS ARE INSTALLED, 6. ALL SLOPES 3:1 MAX (UNLESS NOTED) 7. RESTORATION -(78.3 ACRES) A. RESTORE ALL DISTURBED AREAS WITH 4' TO W OF TOPSOIL, OR EXISTING ONSITE ORGANIC MTRL B. SEED POND SLOPES AND DETENTION AREAS WITH MNIDOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O0-10 AT 100 LBSJACRE. SEED WETLAND BUFFER AREAS WITH MN/DOT 350-MESIC PRAIRIE (36.5 PLS LBS/AC) OR 13WSR 35-241 SEED MIXAND FERTILIZE WITH 20-0-10 AT 100 LBSJACRE. (REFER TO WETLAND CREATIO WBANKING PLAN FOR WETLAND SEED MIXREQUIREMENTS). C. SEEDALLOTHEROISTUR13ED AREAS WITH MNDOT 250 ATA RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10AT100 LBSJACRE.(UNLESS OTHERWISE NOTED D. ONLY PHOSPHOROUS FREE FERTILIZER TO BE USED ON SITE E. MULCH WITH TYPE ATA RATE OF 2TONS/ACRE AND DISC ANCHOR AFTER PLACEMENT. USE WOODFIBER BLANKET ONALL SLOPES 3:1 (FT) OR GREATER. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS FOR APPROVED DEVICES. INLET PROTECTION MUST BE INSTALLED IN THE RECEIVING CATCHBASINS SOUTH OF THIS SITE. G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 100 50 0 50 100 200 EXISTING UTILITIES SHOWN ME SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TOM FULLY RESPONSIBLE FOR MYD Q AND ALLDAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATEMTD PRESERVE ANYAND ALL EXISTING UTILITIES $GALE IN FEET Y !L i U fl 2W 20 B - B zs• SLOPE 7/3" PER 21 MIN. SEE PLATE 704 CONCRETE CURB k A & 9 BITUMINOUS MAT GUTTER PLACED ON APPROYED SUBGRADE c CLASS 3 GRAVEL BASE (MODFIED) 29• VROTH D APPROVED SUSCHADE 30' WIDTH UGEND A1151117 E VALUE SGVA NIB I MilAMIGS SBIF9LE AGGMMk7E BASE sme flow*jull R OLASSI5AOR 6 CUISS13� R 4 SOL fAi1D Cli'� lM1EK0.7® LYIM3AJeo A -i NADA) 1 I /Y - A -4 -20 C N,DW)1j 1 IJV Y r - A -i -l9 S 90.000 1 1 2' S• 72' A-7 -10 S NA00 1 1�lir 2• • SUBJECT TD REVIEW BY QUALIFIED SOLS ENGINEER �Y MINIMUM ALLOWABLE DESIGN THICKNESS NOTES: R VALUE IS A MEASLAi OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEN SIASILOMETER METHOD SIGMA N76 VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN LIFE OF A FLDOBLE PAVEMENT. LOCAL RESIDENTIAL PUD PRIVATE STREET — S TON NO WALE ®/.Ary` I•INIIBBOEII STANDARDPLATE N0. 'o 5-10-07 ■ RIK' - - - S, CT- e I .M/ LCM�ir"iaSCIOG N.0^meu-. III— 6' Clue S ag5eq ns mae SIDEWALK TYPICAL SECTION It v e A- ce.a.w ;w71 1- fne 171peA agpn4ol+ (W XT JIa9) er Um1 5 apgn2Cr ma er recycke ewol ;Mn W1 Jt}0 a. SILT FENCE - BEFORE GRADING - 21059 LF SILT FENCE - AFTER GRADING -4854 LF DRAWING NAME I NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. BASE LAHN NORTH _ _ _ _ _ _ _ --------------- INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 a.�01 a("p _ FILE 5401-6666 66 DRAWN BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE P R E L I M I NARY G RAD I N G PLAN CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w oN SATH R E- B E RG Q U I ST INC. INDEMNIFYSATHRE-BERGQUISE INC. OHERIGH RESPONSIBILITY. N m W j. m 150 SOUTH BROADWAY WAYZATA.MN.55391 (952) 476-6000 OTSEGO LAHN (NORTH) 7GP6 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLDANY ILLEGITIMATE S..RSM_ _ _ __ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA DATE FROM ILLEGITMATE USE. Rate: S. M 47AD, P.E. h d - -- --- ---------------- Date: �r_/1 1`4 LIc.No. Z-pLrL8GFRs P�P� LENNAR Silt Fence After - - �- � �� / / it 1 /. -- - � � 1 8�0 / m - 4;:0 - -_. est a /1�_a - _ s'?' - « i i l C esa - - Bee 2 �. � l 11 0 B9a ego ,. T-' \ r� s92 - z ,+ - _ 6ea ses_ FES N7 0ti + �_i \cc_ /_ ¢� _ �- 1� _ �- V•• _ - _ o�( x o i e° - .-11 / / (N2 cc OS 5 / - \ ° /J - - _. 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BASE LAHN NORTH _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 EEas Fo PRELIMINARY GRADING PLAN DRAWN BY CHF SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE wrrHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o� w m SATHRE-BERGQUIST INC. 5401-666 - - CHECKED BY RSM - -- - - ------------ - - - - -- _ - _ - - -- ----------- - - - - - -- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING S.i2 .�� ROBERT &� P.E. _ m •••• { y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4765000 m � �'Y OTSEGO, MINNESOTA LAHN (NORTH) 7GP6 DATE - _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITIMATE USE. TST �, Z�'�"ZJ8 FRs PSP n7/16Hfi Date:/ ( Lic. No. 1t �--_ sse . 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USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEeo 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w - m SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. OTSEGO, LAHN (NORTH) CHECKED BY GP3 _ _ _ _ _ _ _ - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE d-� 4 ,S , .�[,G� m .... y BROADWAY WAYZATA, MN. 55391 (952) 476E000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING N � MINNESOTA L E N NA R G P6 DATE FROM ILLEGITIMATE USE. ROBERT S. O S AD, P.E. LiZ/pl-/ZB cNFRs a _ _ - }} T 02/16/16 Date: c. No. 150 SOUTH �F696.3 108 '/ _ �I)) _-3 \ \y'-��7°°. ""'I a\3 T e olezl e 9B. 1 //t.t xeaa.o _ - I r ((aez.e)2((e93 p.. 24 "Y Z5 x. 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CHF _ - - - _ _ _ - - - - - _ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m= _ LAH N NORTH - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. a + 150 SOUTH BROADWAY WAYZATA,N.55391 (952)4766000 OTSEGO, (NORTH) GP4 CHECKED BY - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA DATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITMATE USE. ROBERT S. OLS AD, P.E. Z L/"LB "41,,sP�p,LENNAR G P6 02/16/18 Date: Lic. No. x o; p z z S9ti n \ir • 9r / 'vm \/ -�vi `,o - }�,.I TF 895.3 I I TF J r8'0 ry/108 - , (,a ') / 26 I I laszs) \ _ x lls9�,.,)1 �9 T I �_ 2 / 1!�`-- LSe9 eso / l YA810 r o (es55Y x yge3.s�2.x 24 894.6 25 14s9s.e)1 x +/ / yf� sea , , Wetland C -I ml s s n 994.1) ga9,.,,, ) 898.1 \ ,/ 116 m m ^ 8888) 1895.11 NWL-884.0 - f-- � I'\ x . /, / 105 J x 6 se6 , � e9,.a •. 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BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO, BASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEasl s��R,. - PRELIMINARY GRADING PLAN DRAWN BY _ _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m2 _'!_ f`\ N SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. l � 150 SOUTH BROADWAY WAYZATAOTSEGO, LAHN (NOR I H) GP5 CHECKED BY - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE d7�'�^i S,� ° ... , MN. 55391 (952) 476-8000 RSM _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �% e MINNESOTA DATEFROM ILLEGITMATE USE. ROBERT S. OL_ Iy1/ LM, P.E. Z/Fl.�-ZB c4FRs P�Pa2 -- ----------------_-- o� GPIS 02116/16 Date: U.. No. H O F12 � � ` 4 12 r$� \ 17F 699.8 I \vJ / /+/ J;° 4� \ O4 F13 /�_ 0 i x C P ~ c� >.�.+�.0 1 I / �' .. \\ - ? 1 ;� '- ((sar.6))"""- 1 168 ♦ 7684 9 Z 130 x et.6 137 ,k / /� / �% �`oe �<... ^ ) m� 170 I - 169 o I (esT.t/ m 'o 1t' / I I Gz ` I ((a9o. )8 j x. F2 _ m ori m 1 / e / \ F /t / b � � I I �'/ 9 _ (• I;1 V ,-Slit Fence After Silt FeCCe m B$e7 .: aso.a __ 1 - - _ - - - _ / x ego o ,' F3 � '- C�. I /1 / � , .� ✓/e7q. I 1 � � / \ / 1 a o _ r !✓/ ego \� la 138 = \ I / _ ' / °'I%/ e7a // 8901 • '`\ atO -x891.0-HP v `° N 1 �_ _-1-l_ / \� l 872 - /l / _ I I ,: l _ FES Ht R S / e \ 1 eaa.7 1 Pond 2W I� \ P mm o� �" .. 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FILE NO. {ASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I "y"'s S".,` - PRELIMINARY G RAD I N G PLAN 5401-666 DRAWN BY _ _ _ _ _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �? �o CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATH RE -B E RG Q U I ST, INC. INDEMNIFY SATH RE-BERGQUIST, INC. OF ALL RESPONSIBILITY. + OTSEGO, LAHN (NORTH) GP6 CHECKED BY - - - - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE .S ,i F 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476E000 RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA DATE FROM ILLEGITMATE USE. ROBERT S. M/LSTA�D, P.E. uc. N. Z'�yZB cNFRs P`"�� GP6 __IATIE.. -- -- --- ---------------- Date: OZ/ / - 31,=' 1 mlw.D i./ -.4 ° -«+,1. RM d• AP1611 .W=7r wcm:r`l°I cLnLa 163. N—T lMe SILT FENCE Oki" I STANDARD PLATE NO. 6D1 >6 uMluuu 1' t' ] IULI[0 ROCtt — / ROCK COLlSIRUCTION ENTRANCE rPD scrc " ] N / tjjko I STANDAR505LATE NO. AzZ 6Cai[+rP-CCMJRXZOn SRS RDI uX� � • wtir ivvYR.:fI \ �~=MOOD 2'Ye" CY,CM� Ow t0ix LOE9. iJOROI�[1NCtN 1�0i,i oe[CnM Y¢iw4 4Cc. Slee ral Wcmx� wc�. wNcos wr n DS[0 w eua ar .wvL. ALL DFOI Nal PNO 111 LULL D[ eCUOVCD fD .... rACQL ,RqN QR2LILET PROTECTION rm eceL[ I i J.S STANDAR507LATE NO. ROCK ENTRANCE BERM - ---- SILT FENCE I �d1 I POST GRADING SILT FENCE SBL: S' I` 7. /.-/`;, t 31,=' 1 mlw.D i./ -.4 ° -«+,1. RM d• AP1611 .W=7r wcm:r`l°I cLnLa 163. N—T lMe SILT FENCE Oki" I STANDARD PLATE NO. 6D1 >6 uMluuu 1' t' ] IULI[0 ROCtt — / ROCK COLlSIRUCTION ENTRANCE rPD scrc " ] N / tjjko I STANDAR505LATE NO. AzZ 6Cai[+rP-CCMJRXZOn SRS RDI uX� � • wtir ivvYR.:fI \ �~=MOOD 2'Ye" CY,CM� Ow t0ix LOE9. iJOROI�[1NCtN 1�0i,i oe[CnM Y¢iw4 4Cc. Slee ral Wcmx� wc�. wNcos wr n DS[0 w eua ar .wvL. ALL DFOI Nal PNO 111 LULL D[ eCUOVCD fD .... rACQL ,RqN QR2LILET PROTECTION rm eceL[ I i J.S STANDAR507LATE NO. DRAWING NAME NO. ROCK ENTRANCE BERM - ---- SILT FENCE ---- POST GRADING SILT FENCE SBL: BIO -ROLL FILE NO. CONCRETE WASHOUT INLET PROTECTION INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT EROSION BLANKET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS sURL CIN PROJECT NO. FILE NO. BASE LAHN NORTH INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 0ER5 _ PRELIMINARY EROSION CONTROL PLAN 5401-666 — DRAWN BY -- ------------------- SATHRE-BERGOUIST,.INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ti < w SATHRE-BERGQUIST, INC. CHF — -- — — —-— — — — — — — — — — — — — — — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. /`�.•-`pD OTSEGO, LAHN (NORTH) CHECKED BY — _ — — _ SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE,,, .5�,.�L7 m.. y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000RSM LEC6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I _ s `D" cNFR3 MINNESOTADATE LENNAR RROBERT S. OLS AD, P.E. FROM ILLEGIlT4ATE USE. Lic. No. 'Z./pL/-L P�P� 02/16/16 ,87 _ � f.. , �0 /� � � •m `o 8_ Silt Fence After _ -' ' mg b - 9 / _ �. - - - - C8=92) _ ... 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BASE LAHN NORTH INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 2EER5 SSRy� - PRELIMINARY EROSION CONTROL PLAN 5401-666 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE e ° SATHRE-BERGQUIST, INC. - --- - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w2 i� �, LAH N N O RT H ---_-- CHF -- - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. -- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE .S. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 OTSEGO, EC2 CHECKED BY _ _---- -- - - -- -- -- m y RSM- -- __ __- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� .., r�Q• MINNESOTA EC6 - --------------- DATE- - _ - - - - _ _ - - - - - FROM ILLEGITMATE USE. ROBERT S. OLS AD, P.E. 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FILE NO. BASE LAHN NORTH _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 2EEas1 a�R,, - PRELIMINARY EROSION CONTROL PLAN DRAWN BY SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ` 5401-666 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w ( N SAT H R E -B E RG Q U I ST INC. INDEMNIFYSATHRE-BERGOUISE INC. OFA RIGHT RESPONSIBILITY. LAHN NORTH EC3 CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 OTS EGO, SATHRE-BERGO LEGALLYIST, INC. RESERVES LE FOR DAMAGES OR LO SESILLERESULTIITIMATENG � �-r,,.� S / moi. �Z� m MINNESOTA RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING /- '% v� DATE _ _ _ - _ _ - - - - - - _ - FROM ILLEGITMATE USE. DROBERT $. OLS AD, P.E. Lic. 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USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F< PRELIMINARY EROSION CONTROL PLAN 540166 CHF SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w2 /- I:' m SATHRE-BERGQUIST INC. - - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. LAH N /NORTH ` 7E/C6 CHECKED BY 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 OTSEGO, l / SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE MINNESOTA RSM - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� DATE ROBERT (y DLTD, P.E. LIO, No. �-P�-B Rx P`P�2 ^n c _ _ - - - - - - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. 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BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE LAHN NORTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �E¢R51 SSR,` - PRELIMINARY EROSION CONTROL PLAN 5401-666 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE - - - - - - - " - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. 1u / s SATHRE-BERGQUIST INC. CHF - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. - ' LAHN NORTH EC5 CHECKED BY m' m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 OTSEGO, ) ............................. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S `�j MINNESOTA RSM _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING a� DATE FROM ILLEGITMATE USE. / e r ROBERT S. ty1f�STA6D, P.E. Lic. No.. �P4Z8 cS RS P� m11A/1R - -- ------------------- Date: p7_,/ / 6 �> .e,.0 { �.� m yr F12 ./ /,� T ! / � �;`.�_ `.,.,,.v.6)) 899.8 172 0F�9 + x m m _ e .:al�P 1 Fe168 / / 894 137 170 169 / x rea1-q w �, ce _ _ _ X37_• \ I . - \� 1 / / / 0 G2 / (TI I nceAtter �- I `). ,� ___ -_ /� `'t ... / 698 ,-\ 1 �• / /.. o O 876 _ \ Pond2W 891,0 -HP Nh mo / / _ 672 1 P� C-� o o o t ''FES Ot ,9,�. 67a Pond 1 SE NWL-886.0 a , c _i '-2 --J 4 / _ I • /, NWL 880.0 HWL-889.7 ss,.o I - I ��l� — — HWL-883.4 T \ \ LAO -891.5 0 \\ L\ 0 It 892.0 ma' LAO=886.5 / d Wetland II 139 ^.-. mR 1 �_ o .. 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'F \ O -- - - / � ' Si t Fan 'After x IV, BF 887.8 I/ A 895.8 \TF 699.3 �' \Gh t\ 177 GF 894.5 ��899.0_� \ 'd"�iP \ / \ _-_/ �� \♦ \ \ i' // , \ \\ // \�I _ , f87. e/i.zl r/ x w lea6.61 /' .$2.6/ �� �'\�_--i- ♦� /x.y/ii////// s , I hoz { ,G�89-6696.0 TF 898.3 895.3 FB LO BF 887.3 ALO 893.3 g x I BF 890.3 b) (892.6) 894.3) I I f z do o p ll I �l 185 �s 183 181 �A O iI j iso _fi 2 - �� Silt Fence After - _; 89.0-Hv / 111 I / I OS1 -- I , - � v / ) !TI �L IIS I--�-_-1VWC88T0 _ -892 nl \I I HWL-888.3 \ ,� ��\ 1 \ %� /� i ✓' / ,' / /' / l / l /� / LAO 890.5 pp` -- -- -- —.. — ------ - — _ DRAWING NAME NO, BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. R UNDER MY BASE LAWN NORTH _ _ _ _ - _ _ - - - - - SAID AUTHORIZATIONINFORMATION) OF NC.'s E TOTES AN ILLEGITIMATE TDUCT IS STRICTLY USDA ANITHOUT D SHALL THEREBY LAWS OF TDBY ME HE GISTOE E MINNESOTARECT. SUPERVISION AND THAT I 20 eEas l aPRELIMINARY EROSION CONTROL PLAN FILE NO. _- _-_ STA DRAWN 8Y SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 5401-666 CHF -- - - -7 N SATHRE-BERGQUIST, INC. OTSEGO, LAHN (NORTH) EC6 - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. - CHECKED BY - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE � S, •".C� m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA DATE FROM ILLEGITMATE USE. ROBERT S. OL_ y1r�SjA,D,P.E. �N �`' LENNAR - -- ------._-___----- 9 Z� B FR6 PSP EC6 02116/16 Date: LIc. No. x 0 z wD `: AM /2LC --ao °`." f i NOR �✓'9s2.e • pia o ooe ,� 7yo `\ § NE f o 1 '. fi r� =moo' �r _ � '� `� ow ,. � � �y +a>y e;.,• o - \ O, h/O -VI ' ®.. / o - LO \ % •—o - .�� w - - ...yam, \ aA. 1 ry. to 1 d!�, «�' WO o�1 ey��' s°fy ` , l ��\ Gp° m• I vme '. "l0 � " r^ s* \ a e;' eXo Pol a c yo'v oqezay wo _ "1�� WO pig. �,¢� ; , a,f p ivy. " a • St rain � ��• :9 , � ,.CWo, ec � 7 � .ozo I wD i _.,nt Lo I io I Lo' 'Lo Lo` Lo so, °g m.• odf :5 7 i )K11N � sd' ��. CURRENT EFFECTIVE jr '. aho _._. -' `- o. FLOODWAY ,L L9LQ j1 k� w0 o wo wo wo I . PRELIMINARY DNR FLOODWAY— IY1 Lc ° i �)I N M, O z8 DRAWING NAME NO. BY DATE ENGINEER REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 150 SOUTH BROADWAY 1.630536TH AVE N. SUITE 600 CITY PROJECT NO. LAHN SOUTH PHO NE:(952)4768000 _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I .�¢t15�soq` CONTACT. ROBERTS. MOLSTAD — DRACW By _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SATHRE-BE RG Q U I ST, INC. SAID AUTHORIZATION CONSTITUTES CHECKED BY — _ _ _ _ _ INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �A 2 d� S o ,�, m m. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476E000 OTSEGO1 RSM OR LOSSES RESULTING / %� �% 4� MINNESOTA PARTYRESPONSIBLE FOR DAMAGES LE ROBERT S. MOLSTAD, P.E. GN aL`' DATE _ _— FUSER ROM IOLLE USE. Lic. No. Y �8 FRS P`P 02/16/18 Date: O LOCATION MAP r— SHEET INDEX TABLE SHEET Description SP Site Plan UPI - UP3 Preliminary Utility Plan UPI UP 3 Preliminary Storm Sewer Plan GP1 - GP6 Preliminary Grading Plan EC1-EC4 Final Erosion Control Plan PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGOUIST, INC. LENNAR 150 SOUTH BROADWAY 1.630536TH AVE N. SUITE 600 WAYZATA. MINNESOTA 55391 PLYMOUTH, MN 55446 PHO NE:(952)4768000 - FAX: (952) 4M0104 PHONE: 952-249-3014 CONTACT. ROBERTS. MOLSTAD EMAIL:jaeleblonskQlanne— EMAIL: MOLSTADQSATHRE.COM SITE DATA LOTSTANDARDS EXISITING ZONING A-1 A9d°Wlorel- Rand Svvim Area COMPREHENSNE PLAN: Lax °anally Res tl M.I PROPOSED ZONING: PUO ALL SINGLE FAMILY LOTS MIN. FRONT YARD LIVING SETBACK = 25' MIN. FRONT YARD GARAGE SETBACK =30' MIN. SIDE YARD SETBACK = 7.5'17.5' MIN, SIDE YARD CORNER SMACK =25 MIN. REAR YARD SETBACK =25' LOT COUNT 8 UVLOTS- 184 (NORTH) L- NORTHTOTA184 58'LOTS- 030(SOUTH) 6W701 LOTS 75I00'LOTS- 044 (SOUTH) SOUTH TOTAL- 161 OVERALL TOTAL -30.5 LOTS Z r 2 200 100 0 100 200 400 DDDDd SCALE IN FEET FILE NO. Site Plan 5401-666 LAHN SOUTH ;�S�p 'i-- Fill �. .. SII •VV ll V L. IV. C.) ii --- ® _ lAt= AIO _ - AREA 5574 sf I NWL-889.1 _ - \/ MWL-890.1 1 - -- ----- - - 2: o I-- ' ------ 217 ry pa , D Pond 1 S Og88.1)) X1, NWL-873.0 218 X 08s?)) . _ t :' 188Bb) N3 HWL-872.5 �t�ee4,et sawsesst EOF 876.0 Qt ✓ sava t 1.0.3 eg`gF 086.3 �te63y 1,2a 882.0 LQ 889.3 LAO -877.5 sl gBto OF 886.3 ww ema 2119 S W OF 885.3 LO m oie e 5e n �(�� WO TF 8943 f" j-� ss 3 �•O TF 8943GF-694.0 c 31\i B BE g8A• TF 693.3 I GF 894 0 _ N4 l/°061 oO3 GF693.0 ILD 110 / 220 / I oSeFe`+u Nv_ o A - � RNs .9vcsoP ` Q om' i Ic 4 GF 693.2 TF 893.8 TF 893.8 1�IO '` /\ gm0`O0 IF 893¢ WO WO BVpV8B4.8 -� WO BF g85.8 e s OF, 8 5.5 SA 05 sB+, tom•+) x / C9* s9 881 +) tees X a so-- 22, _`O 0 tssa) x tti .g)}, s t854.�N- - 214 _ ^m•O m y / i r ,, / eF S y x-8ae°.sll 213 FES P2 m m� m',\' e1`�gi212 'y m mm �6\ 211 �ro ti� // -� �L N7 ". I � m �0/`* .' LL�LLLL'--` X209 Pond 5S M3 m S y m F fee .ppl I l 0 NWL-876.0 o -�- ^AOm� HWL-878.6 ` LL LL Jm N LAO -881.5 / I ^ „ !� ° m m 208 OS 5S` mO�w ? �� J xl 50 I m LP x 195 figs Norm ^ av+�m I m m Om o 207 I I SA'�0 x I IB 0) i Ic°3 Fu- _1 � m -TI i, 196 ei`'h z?0 of 1 �I % g1 ' mn m I I I -� f L0 `08K v om a'.n _ I I i + 9'1980 \ •'CF Ilmil'iJm 206 I y�bry197 GF 88 _ Icer om _ D'0°ee�\\ V08T HP LL�mLL I v I om Mm*� 198�my 000 + 2 o . 2i1� Om FE 11 �6'<� �F�¢e° I' mK A\� , j 12 199 204 yo °v m• G, iz gv y I / � O O Dn 200 1 '0.0 m m m ' 6 c '0.5 iNv: ur,I m m m 293 CD - / 3.2 m L_ 15 $ 18 I LL LL O Q IL g Pi 11 t 4 0O A y / / / / gHze ,/�•p @1°6\ J� B0] 24' 896.] �1 N6 4J.6c « \\ \\ 186 6 11 \ \ I N2 186 P�� \ L 0 T 'p �T �O$,a v 187 \ D,/�\ sL \ \ \ r / `-lnT P09a� � V / \ 188 \ rt \ H \m 892,2 \ �\ \/. e� my\ \ !A\\ \\\ �' ;'•. /�(`\.����w 'i \�O.N¢'•J�`'Z M6 891.9 / l �Q 0� p 91 O\\$ 189 / m. m _ LL c 1 1I ! I m m 'Ato I0 m 190 \\---- - - - - -- OI I m m I \ / r 194 \008 \0 8. TEMP CDS � v 262 0% 1\ t/ M= \ \�.,tQ,- DIP \L LF 0 V/ s irT2 261 263 \\'GSFp�eCO`O 1°/0 M�6TIs p 251 9V Q -k\26. 911 jo � S� .� V Il@gyp / / � > L7 ! lz tt oe 250 vv 25c°s`�' 4 eO 0 100 50 0 50 100 200 G BROWN ARESHGWN IN AN P WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCEXISTING OFTIO ANYAND UIES BEFOREAGREES AND AU-LLY RENG UTINS1BLE, ANv FORI COMMENDING OM TORECOMMENCTEAND PRESERVE ANDALLDAVAESARIALL EXISTING HIS FAILURE PND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATEAND PRESERVEANY AND ALL IXISnNG UTILITIES $QALE IN FEET NO RT•c JO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 ,EPS SSR PROJECT NO. PRELIMINARY UTILITY PLAN FILE NO. 5401-666 _ _ _ _ _ - li 1 _ - - _ _ _ _ _ _ - - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _. - - - - - - - - - - - - - - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 N SATHRE-BERGQUIST, INC. I I I I - �. .. SII •VV ll V L. IV. C.) ii --- ® _ lAt= AIO _ - AREA 5574 sf I NWL-889.1 _ - \/ MWL-890.1 1 - -- ----- - - 2: o I-- ' ------ 217 ry pa , D Pond 1 S Og88.1)) X1, NWL-873.0 218 X 08s?)) . _ t :' 188Bb) N3 HWL-872.5 �t�ee4,et sawsesst EOF 876.0 Qt ✓ sava t 1.0.3 eg`gF 086.3 �te63y 1,2a 882.0 LQ 889.3 LAO -877.5 sl gBto OF 886.3 ww ema 2119 S W OF 885.3 LO m oie e 5e n �(�� WO TF 8943 f" j-� ss 3 �•O TF 8943GF-694.0 c 31\i B BE g8A• TF 693.3 I GF 894 0 _ N4 l/°061 oO3 GF693.0 ILD 110 / 220 / I oSeFe`+u Nv_ o A - � RNs .9vcsoP ` Q om' i Ic 4 GF 693.2 TF 893.8 TF 893.8 1�IO '` /\ gm0`O0 IF 893¢ WO WO BVpV8B4.8 -� WO BF g85.8 e s OF, 8 5.5 SA 05 sB+, tom•+) x / C9* s9 881 +) tees X a so-- 22, _`O 0 tssa) x tti .g)}, s t854.�N- - 214 _ ^m•O m y / i r ,, / eF S y x-8ae°.sll 213 FES P2 m m� m',\' e1`�gi212 'y m mm �6\ 211 �ro ti� // -� �L N7 ". I � m �0/`* .' LL�LLLL'--` X209 Pond 5S M3 m S y m F fee .ppl I l 0 NWL-876.0 o -�- ^AOm� HWL-878.6 ` LL LL Jm N LAO -881.5 / I ^ „ !� ° m m 208 OS 5S` mO�w ? �� J xl 50 I m LP x 195 figs Norm ^ av+�m I m m Om o 207 I I SA'�0 x I IB 0) i Ic°3 Fu- _1 � m -TI i, 196 ei`'h z?0 of 1 �I % g1 ' mn m I I I -� f L0 `08K v om a'.n _ I I i + 9'1980 \ •'CF Ilmil'iJm 206 I y�bry197 GF 88 _ Icer om _ D'0°ee�\\ V08T HP LL�mLL I v I om Mm*� 198�my 000 + 2 o . 2i1� Om FE 11 �6'<� �F�¢e° I' mK A\� , j 12 199 204 yo °v m• G, iz gv y I / � O O Dn 200 1 '0.0 m m m ' 6 c '0.5 iNv: ur,I m m m 293 CD - / 3.2 m L_ 15 $ 18 I LL LL O Q IL g Pi 11 t 4 0O A y / / / / gHze ,/�•p @1°6\ J� B0] 24' 896.] �1 N6 4J.6c « \\ \\ 186 6 11 \ \ I N2 186 P�� \ L 0 T 'p �T �O$,a v 187 \ D,/�\ sL \ \ \ r / `-lnT P09a� � V / \ 188 \ rt \ H \m 892,2 \ �\ \/. e� my\ \ !A\\ \\\ �' ;'•. /�(`\.����w 'i \�O.N¢'•J�`'Z M6 891.9 / l �Q 0� p 91 O\\$ 189 / m. m _ LL c 1 1I ! I m m 'Ato I0 m 190 \\---- - - - - -- OI I m m I \ / r 194 \008 \0 8. TEMP CDS � v 262 0% 1\ t/ M= \ \�.,tQ,- DIP \L LF 0 V/ s irT2 261 263 \\'GSFp�eCO`O 1°/0 M�6TIs p 251 9V Q -k\26. 911 jo � S� .� V Il@gyp / / � > L7 ! lz tt oe 250 vv 25c°s`�' 4 eO 0 100 50 0 50 100 200 G BROWN ARESHGWN IN AN P WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCEXISTING OFTIO ANYAND UIES BEFOREAGREES AND AU-LLY RENG UTINS1BLE, ANv FORI COMMENDING OM TORECOMMENCTEAND PRESERVE ANDALLDAVAESARIALL EXISTING HIS FAILURE PND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATEAND PRESERVEANY AND ALL IXISnNG UTILITIES $QALE IN FEET NO RT•c JO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 ,EPS SSR PROJECT NO. PRELIMINARY UTILITY PLAN FILE NO. 5401-666 _ _ _ _ _ - _ - - _ _ _ _ _ _ - - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _. - - - - - - - - - - - - - - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 N SATHRE-BERGQUIST, INC. - -- - -- - - -- --- -'--- - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHTTO HOLD ANY ILLEGITIMATE- w= / _ a 150 SOUTH BROADWAY WAYZATA,MN. 55391 (952)476-6000 OTSEGO, LAHN SOUTH - - - - - _ - - . - - - - __ - - - - - _ - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTAq-- 7u/ ROBERT S. MOLSTAD, P.E. -L/ L�-L8 ILLEGITMATE USE. 1'ks PJ ---_----------------FROM Date: O'7� (fo 4 LIC. 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HE AGRES TO BE FULLY RESPONSIBLE OR ANY El Q Q Q NDLLDMAGES AISING OUT OF HIS FAILRTO XCTY LOAND RSRVE ARY ANDLLXSTING UTILITIES. ALE IN FEET DRAWING NAME NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEOITMATE USE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 2 S- J-��-� yEas S�aL u2i SAT H R E-BERGQUIST, INC. �, .... •tt y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 y� cNFas Pt-P�� CITY PROJECT NO. PRELIMINARY UTILITY PLAN LAHN N O UTH FILE NO. 5401-666 LAHN SOUTH_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- ------------------_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — DRAWN BY OTSEGO e MINNESOTA UPZ U P3 TCW - CHECKED BY _ RSM DATE ROBERT S. MOLSTAD, P.E. -y�L�g Date: ou Lic. No. _ 02/16/16 D24s GF64 GF m h FSO 5,5 H7 �'1 30`01 \ J 4 t LL ro u 183 o *; O F 11 o j\\ \\ m� �^ r1 r 9 /* �eyo ^�3�&0' S�' a�� /rte c..> - ❑ a (6ste)I 300 �� \.<'- 1 I t i m Zn _ mm .r m m ® ETLAND N / s AREA / \ 34 sf ❑ 'l _ - - GF 8 5 y,. i 'Al F� 72 g �m1•,� G g 6Tg5_. TF8(]28 ,, I 0 � F17 ,F0.51 BF 864.8 U' 1- m xr 1\ I 00 -3506. IN L8810/# H 10 1,W 86968 8 1 toV m O �,�m_ /"Tl 32F< jwo Tm V m ® 2 5D ym cm308 y 9 309 go / LOgO's s€)S I A19 Nz t A 0 o I �\ fens) 6y- 310& 'e / «T I �4 10 r0 FA - I I 3 I 346 ^/^a. 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USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST,INC.OFALLRESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGROBERTS.MOLSTAD, FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. / S., 1-r�,,, �c„3'- / � EEas I Sq� m= / 0-.SATH R E -B E RG Q U I ST, INC. °m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476E000 �t Fas PSP CITY PROJECT NO. PRELIMINARY UTILITY PLAN LAHN SOUTH L E Iv r-4 A, FILE NO. 5401-666 LAHN SOUTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - -- _ - _ _ _ _ _ _ _ _ _ _. _ _ _. _ _ _ _ _ _ _ _ _ _ _ _. - - - - - - - - - - - - - - _. _ _ DRAWN BY OTSEGO, MINNESOTA UP3 UP3 - TCW CHECBY MD R _ DATE P.E. Date' O IG. o. 02116/16 SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR ---"®__ - ----` —OR CONTOUR 3.fY BELOW GARAGE FLOOR INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY LOT UNE f 2 RNDEIEVATIONATWOO( WATERMAIN REAR PAO ELEVATION 6B' TOPSOIL BUILDING SETBACK BOUNDARY — — — PARCEL BOUNDARY LINE CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN DRAINAGEAND UTILITY EASEMENTS — — — — — — — — — — — — — — CURBARD GUTTER NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. WALKOUT (WO) RIGHT-0F�WAY 3. ALLRETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMITS A 4. INSPECT BASINS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BV DRANTI E—LEANOUT6— -c ansa m.n A.a l.m.cml a.oTM FINAL INSPECTION REPORT. BALYXYARDCATCH BASIN —»�-n— • 3B CATCH BAS. —»T"— —'16 m STORM SEWER MANNOUE — FLARED fNO SECTgN WIRRJiM s —'—v —-a��p s7oRM srucrDRE LAeEL Q2 %. 1 SANITARY STUCNRE LASEl 3 SANRANY SEWER NANHDLE A. RESTORE ALL DISTURBED AREAS WITH 4'TO6'OF TOPSOIL, OR EXISTING ONSITE ORGANIC MTRL. HYDRANT AND STREET AREAS THROUGHOUT CONSTRUCTION. — GATEVALVE--M—I— 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE WELL ® Q DRAINFLOWIRUNOFFARROW --j STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL EMERGENCY OVERFLOW SWALE - SOIL BORING LOCATION Iumrai i:c.�'om :i o[m1[o n x q SILTFENCE — — — — — — — —� TREE PRESERVATION FENCE — — — — — BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL BARRICADE ® OR MS393 -a,-r OR SPOT ELEVATION ,MPA '00 TBC SPOT ELEVATION •- •-_ UTILITY POLE rQ-, LIGHT POLE 1� HANOICAR PARKING SPACE HOLDDOWN DETAILS E 1 B H FINISHED GRADE PER O N SB W T EL GRADING PIAN GARAGE FLOOR iGI 15 1 3.fY BELOW GARAGE FLOOR INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BFNM ELEVATION f 2 RNDEIEVATIONATWOO( CURB REAR PAO ELEVATION 6B' TOPSOIL FLIT T,: MIN :1 MAX 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF OTSEGO FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT 2S 12 13' 15' CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN B6' 86' mllunF m a ps A. oe[ul NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. WALKOUT (WO) E FINISHED GRADE PER SN GRADING PIAN O N SB GARAGE ROOR W T EL 3.0' BELOW GARAGE FLOOR LOOKOUT ELEVATION ]50' GRNO ELEVATION AT LO OODX.X) 2:1 CURB REAR PAD ELEVATION 6.0' 1 g 3:1 MAX TOPSOIL LABS T.. - 26 6' 19 15 5 eS m PAD (LOOKOUT (LO) �`_ � � \�\ � � \�� �� Bis - _ •� iNvo ft WWI Tm XV, Alt X11■A e � �� / y I. 1 • ^� �/ 11 W Mm GENERAL NOTES: 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS n� I Nuu I wn nu I e� 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF OTSEGO OR DIRECTED BY THE 1 ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY ENGINEER INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5' RAIN EVENT. ACOPY OF THE • ttw .ar K.�w �a a..�w ., �1.Nw INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY 2. THE WATER QUAUTY BASINS MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO f BASIS. PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED ' FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. B� 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF OTSEGO FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT 3. BEGIN GRADING, INSTALL DRAINTILE PIPE IN BASINS WHEN BASIN GRADING IS COMPLETE. TEMPORARY CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS mllunF m a ESTABLISHED. NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. ♦ i A •IlAsnp wT pMrtlt♦m 3. ALLRETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMITS A 4. INSPECT BASINS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BV -c ansa m.n A.a l.m.cml a.oTM FINAL INSPECTION REPORT. THE NPDES PERMIT. 4. A 1'-2' CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO 5. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLETS FOR BASINS ARE INSTALLED. REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL — BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. (SEE DETAIL) 6. ALL SLOPES 3:1 MAX (UNLESS NOTED) 7. RESTORATION -(57.6 ACRES)- 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD A. RESTORE ALL DISTURBED AREAS WITH 4'TO6'OF TOPSOIL, OR EXISTING ONSITE ORGANIC MTRL. AND STREET AREAS THROUGHOUT CONSTRUCTION. B. SEEDPOND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACREANO FERTILIZE WITH 20-0-10 AT 100 LBSJACRE. SEED WETLAND BUFFERAREAS WITH MNIDOI 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE 350-MESIC PRAIRIE (36.5 PLS LBS/AC) OR EWER 35-241 SEED MIX AND FERTILIZE WITH 20810 AT 100 m ava� cwurc +m BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF LBSJACRE (REFER TO WETLAND CREATION/BANKING PLAN FOR WETLAND SEED MIX REQUIREMENTSF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL C. SEEDALLOTHER DISTURBED AREAS WITH MNDOT 250 AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 20-0-10 AT 10D LBSJACRE. (UNLESS OTHERWISE NOTED)TEB D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. Iumrai i:c.�'om :i o[m1[o n x 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE E. MULCH WITH TYPE 1 ATA RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES USE WOOOFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER orta�a rwr; aA� M B`ma°"' a BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND A— DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL DAMAGES MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS FOR APPROVED DEVICES. LOCAL RESIDENTIAL EXISTING UTILITIES. INLET PROTECTION MUST BE INSTALLED IN THE RECEIVING CATCHBASINS SOUTH OF THIS STTE G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. /UO PRIVATE STREET - 9 TON w0 ' B. BUILDING PADS ARE 60' DEEP, UNLESS OTHERWISE NOTED. THE FRONT AND REAR H. RESTORATION WORK. WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. BIKE PATH TYPICAL SECTION 1 • ttw .ar K.�w �a a..�w ., �1.Nw SIDEWALK TYPICAL SECTI.vprv. I� O .' IiH nM+i appn:xlr (YnMJT 3-.31 x om s �4ne � e. mea °°u° rN�TOT 31� 200 100 0 100 200 400 BUILDING PAD LINES ARE SHOWN ON THE PLAN. THE ENGINEER SHOULD BE CONTACTED IF EXISTING UT%r ESSHOWN ARE SHOWN N AN APPROXMATE WAY ONLY. THE CONTRAC AOR SHALL DETERMINE THE EXACT THE CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING PADS. REAR PAD ELEVATIONS B. SILT FENCE -BEFORE GRADING -7810 LF s STANDARD PUTS No. LocATmN OF ANY AND ALL I-STNG UTILITIES BEFORE CXYAMENCNG WORK. HE AGREES TO BE FULLY RESPONSIBLE wRANY D 11 El 11D ALL DAMAGES ARISING OUT OF HRE TANL EX SHOULD BE ESTABLISHED BASED OFF THE 2:I SLOPE FROM THE 26'FLAT BENCH, DRAT MOST SILT FENCE -AFTER GRADING -4459 LF LTG ANIS FAILUO EXACTLY LODATE D PRESERVE ANY AND ALL unlmEs. SCALE IN FEET 50' BEHIND FRONT OF PAD. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO, FILE NO. LAHN SOUTH _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I a�6R5 5�,,� - PRELIMINARY GRADING PLAN 5401-666 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. Xo m SAT H RE-BERGQUIST INC. CHECK DBYINDEMNIFY SATHRE-BERGOUIST, INC. OFALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA,MN.5M91 (952)476.6000 OTSEGO, LAHN SOUTH GP1 - - - - - - - - - - - - - - - - - - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 2� S MINNESOTA RSM _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ' `O Lt N NAR G P6 DATE FROM ILLEGITMATE USE. ROBERT S. MOLSTAD, P.E. 4Ln;B GIVERS P`P�? 02/16/16 -- --- - - - - - - - - - - - - - - - - Date: O LIC. No. Er Lc t-'� ---- - --- - - - - -- �- r-- _. -- - - -- - - - - - - - - - - t ' _ LC ao --_-__ - = _----_-�- _ Lc �� - 1,8' J� _ -- -- - - e T -------------- OF... a89.5 ",�I� �; / / - - -._ _ - - - esu fir_ ;iae, Oi '' - z t \, -_ - O , 890` - l � �' / 92 � _ 890. NWL� 9.1 I i 6 AREA 5574 s£- _ < rxc. I 886.0 , �- ,.\ �- / I • _\_ MWL 911.1 i ! 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HE AGREES TO BE FULLY RESPONSI9LEFORANY n n h_ I ri i -i o 0 0 ❑ AND ALL DAMAGES ARISING OUT OF HIS. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UIILMES. r 1 LE IN FEET NQRj� \WING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I eRs R� - PRELIMINARY GRADING PLAN 5401-666 MHN SOUTH _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ INFORMATION) THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT �� RAF AM REGISTERED PROFESSIONAL ENGINEER UNDER THE ` SATHRE-BERGQUIST IRAWN BY SATHRE-BERGQUIST, INC. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT o ° INC. - - - - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. a r` I N l� TCW - -- _ -_- - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 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THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OFANY AND ALL EXISTING UTILITIES BEFORE COMMENDING WOfUC HE AGREES TO BE FlILLY REGPONGIBLE FORANY 0 Q Q Q d AND ALL DAMAGES ARISING OUT OF HIS FAILURETO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. ti - NORZ� $GALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDJOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY SATHR-BERGINDEMNIFY UIST,IRGOUISERVE THEOF RIGHTONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANYILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 2 S• yj/��� HERS 80R� el -1 u2i, SATH RE -BE RGQ U I ST, INC. c „•,•{ 150 SOUTH BROADWAYWAYZATA,MN.55391(952)476-6000 m m �% '�� GNFRS P�PP� CITY PROJECT NO. PRELIMINARY GRADING PLAN LAHN SOUTH FILE NO. 5401-666 LAHN SOUTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '- — — _ _ _ _ — _ _ _ _ _ _ — _ — — — _ _ _ _ _ _ _ _ — _ — — — — _ DRAWN BY OTSEGO, MINNESOTA TCW GP5 G P6 CHECKEDBY RSM - — DATE ROBERT S. MOLSTAD, P.E. .��8 Date: O LID. NO. _ 02/,6/16 TF 8743 ii 0 _ eS� --� 334\ � 'L � ec��—* �J 56 1 \\ _ \ss —= --1(9 m 335 �m \' _- Pond 1S _ NWL-857.0 336 _ HWL-859.2 ----- EOF859.2 — LAO -864.0 O 06 \ `862 — 862.0 (^ 61.0/ PRELIMINARY DNR FLOO AY;" 1� `0 yp , CL o, - / r _ CURRENT EFFECTIVE Pond 2R FLOODWAY NwL-852.0 \ \\ �\ HWL-853.2 EOF 853.2 LAO -864.0 / \ \ BOB 6 / 100 50 0 50 100 200 EXISTING OFNIESSHOWNPRE INGWNL IE APPRO%IMOM WAYONLY.THE CONTRACTORSHALLDETERMINETHE EXACT LOCATION OF ANY AND ALL EXISTING UTILNIES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPGNSIUTILITIES. IE FOR ANY El 13 El 11 AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL D'ISTING UTILITIES. $PALE IN FEET NpR�� DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST. INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS AMEA DUEDY REGISTOERED PROFESSIONAL ENGWREEIROUNDER THET LAV✓SOP"- THE OF MINNESOTA. I EE s q� 0. 0 Fo 2 I SATHRADBERGQUIST, INC. CITY PROJECT NO. PRELIMINARY GRADING PLAN FILE NO. 5401-666 LAHN SOUTH _ _ _ _I _ DRAWN BY TCW - - - AN SAID ITAYSHALLTHEREBY ATHREB RGQ IST,INC.OFALLRE PO SBEAND NDEMNIFYAUTHORIZATION IILLEGITIMATE U SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING/ FROM ILLEGITIMATE USE. tSTATE 2A_aL J.j�� S m � / m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ch�Rs P`PP`' OTSEGO, MINNESOTA LAHN SOUTH LEN NAR GP6 GP6 CHECKED BY RSM DATE ROBERT S. MOLSTAD, P.E. .ZP 8 Date: O Lic. No. 02/16/16 YYOY, HIS YY. f IPSO OIIdRY - RBf�IYMlR Yim' tYMM ILL �Sa¢ 1 tan r rR101 Yo,Rx�Y f, rw caro 4. YnIRT SMI SILT FENCE YY fowc otk- STANOA10 PLATE N0. 601 YP„ R4R n c ,r fYYxo IX S/i 14L0 wM I.r 'SSRY ROSY" M Y" SO Slt SOP IPCYMx Ir6�`O<f S{®f iiiL fOYt[S�l \ ff W i Ix �H tlKCnY0. Y[�w0 Sitc.I.iMS t� wwY[ alcor ,p Ycoz wr Y u:m w YIA¢ w .eorf. 3, I�mR°Fro .Yet�tE �a., v,.tf Yc REYYvm DRO' INL,ET, r PROTECTION i� 1S STANDARD PLATE NO. 507 j00000 Mcl qY1 ..G . o.o„o - SILT FENCE V YYIY M 1 �'-f' Y9,E0 RSP ROCK CONSTRUCTION ' vo scY.[ 1 ENTRANCE CONCRETE WASHOUT Otfe STANDARD PLATE N0. 505 YP„ R4R n c ,r fYYxo IX S/i 14L0 wM I.r 'SSRY ROSY" M Y" SO Slt SOP IPCYMx Ir6�`O<f S{®f iiiL fOYt[S�l \ ff W i Ix �H tlKCnY0. Y[�w0 Sitc.I.iMS t� wwY[ alcor ,p Ycoz wr Y u:m w YIA¢ w .eorf. 3, I�mR°Fro .Yet�tE �a., v,.tf Yc REYYvm DRO' INL,ET, r PROTECTION i� 1S STANDARD PLATE NO. 507 j00000 ROCK ENTRANCE BERM o.o„o - SILT FENCE POST GRADING SILT FEI BIO-ROLL t CONCRETE WASHOUT INLET PROTECTION EROSION BLANKET DRAWING NAME I NO. BY I DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. LAHN SOUTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEas I SSR, PRELIMINARY EROSION CONTROL PLAN 5401-666 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA, w rf P SATHRE-BERGQUIST, INC. - - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. f 150 SOUTH BROADWAY WAYZATA. MN. 55391 (952)476-6000 OTS EGO, LAH N SOUTH "EC4 CHER MD BY _ _ _ _ _ _ _ _ _ _ SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 2 S^ )'t//r(�-. 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RESERVES THE RIGHT TO HOLD ANY ILLEGRIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I HEREBY CERTIFY THATTHIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 2�L S' 16RS 80"4 '/.__ f.,- aN SATHRE-BERGQUIST, INC. - MN. 55391 4768000 150 SOUTH BROADWAY WAYZATA, (952) `% `4� CITY PROJECT NO. PRELIMINARY EROSION CONTROL PLAN LAHN SOUTH FILE NO. 5401-666 LAHN SOUTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- -------------------- - - _ - - - _ - - - - - - - - - - - - - - DRAWN BY TCW OTSEGO, MINNESOTA EC2 - CHECKED BY _ RSM ROBERT S. MOLSTAD, P.E. Date: O-4Ll -g Lic. NG. - DATE -- ---- --- --- ------------- - - FROM ILLEGITMATE USE. O�FRS P�P�� LENNAR EC4 - 02/16/16 ED - NI 1 . rQ ml _ _ 1-- 19q ,+i ' ��mee O II LLa I m mm Izr Fla Ll ° 6. / , fegl s 251�m T \ / G �J 264 I m ! 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OS3S / // 1 1 I%". r 5 ^ __- >' / � /� %� / 6I Q >y / 1 I \ �. q3 D4 1240 ;'`G \ III IIII I-__ V (SII Ill I I I I �,....�� .y. / / W VA11p q� a�6: �/ _�T - D2 D3 V r )< ( I \ VIII VIIIi \ `- rte- / 0 �$� �` II II /l OO 100 EXISTING UTFANY AND ALL ARE NU IN AN APPRO%IMOMMEN ING THE OONTRACTORSHALLDETERMINE THE EXADT LOCATIONOFAEAND ALL EXISTINGUTILITIESBEFORE COMMENCING WORK.ESERVE NTOaELLL (RESPONSIBLE FOR ANY MIO ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL IXISTINGUTILRIES. 50 0 50 100 ,2-{100 El 13 D D U NQRj� - SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,INC.'S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EasI S� �1'� 1. R�Fa I �' SATHRE-BERGQUIST INC. CIN PROJECT NO. PRELIMINARY EROSION CONTROL PLAN FILE NO. 5401-666 LAHN SOUTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRAWN BY TCW - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ - _ - - - - - _ _ - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. .S w=� N m �+ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ��p �1'�� FRS p�P OTS EGO, MINNESOTA LAH N SOUTH L� N NAK EC3 EC4 - CHECI�D BY RSM _ DATE - ROBERTS. MOLSTAD, P.E. Date: O LID. No. t��8 o2rlsns 100 50 0 50 100 200 EXISTING UHLITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT 11 11 ❑ ❑ LOCATION OFANY AND ALL EXISTING UTILRIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLYRESPONSIBLE `CR—AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANYANOALL EXISTING NTILRIES. SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS THAT I R s sO LAHN SOUTH INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND .SER� so _ DRAWN BY _ _ _ _ _ _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ti� w SATH RE -B ERGQU I ST, INC. - TCW _ CHECKED BY - - - - - - - - _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY UIST, INC. OF ALL NRC.QRESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE /�' r �, N ....�1 'I50 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476E000 SATHRE ERGQUISTB RSM _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS MOLSTAD, P.E. O�FRS DATE __.._.._ -- -- ------------------- FROM ILLEGITMATE USE. / Data: Oily lw 114 Lie. No. -L L n-8 P`p�2 PRELIMINARY EROSION CONTROL PLAN OTSEGO, LAHN SOUTH MINNESOTA FILE NO. 5401-666 EC4 EC4 imm UH NMI- .......... ...... r ... M-4 N NOUN, - air AN IIII.... . .......... ... . .. .. . . . . I .. . In . . . . . . . . . . _jjjr ai� 11Y1`................. .............. ......... 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